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6 Forrestal Cir N RESA20-0007 Demo Carport, Add Bathroom, Laundry p-i7-, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 I? Gs . T1QQO 7 Phone(904)247-5826 • Fax(904)247-5845 /p, "!�;s g.' E-mail: building-dept@coab.us Date routed: a/ ` City web-site: http://www.coab.us ` APPLICATION REVIEW AND TRACKING FORM Property Address: Cj ro R(ZE S lAL.. 0 i fz, Depa n ent review required gm No 11101� Applicant: I, {2) a ,ON.:sT ;v anning &Zoning , _- Tree ' ••ministrator _- Project: ►JC—:M,r;� C 42PO2`r 1. ._,, v�=•_rrs YFire Services _- Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation 4/ St. Johns River Water Management District Army Corps of Engineers ` _L' Division of Hotels and Restaurants V/, CI Division of Alcoholic Beverages and Tobacco V" ` Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING V , Reviewed by: /� Date:3//7/1 TREE ADMIN. Second Review: I �IApproved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: V Date: 1-P 0.2 U FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ;". . "I'7''''--,. Building Permit Application OFFICE COPY Updated 10/9/18 ^J� J\'' CltyofAtaBuilding Atlantic Beach Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY On 9/ IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: C// � Permit Number: G P ZO — Q(3°7 Legal Description Q—4, 5 2S -29E fly( frki VI(k4 S u vv-4- Lot l0)E'2.RE# 1 7 I-/ 4 000Q Valuation of Work(Replacement Cost)$ so,ow -Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ` Addition iifiAlteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial AResidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes •.!;o • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) o Describe in detail the type of work to be performed: R vome City Art/fF Naw Roo: -i ,/Lew,hu t L•„,zo. / tie,—, I4L k atm fro o•••t, Florida Product Approval# for multiple products use product approval form Property Owner Information.. Name -�3 l fie) Address EGEPIF City State Zip Phone E-Mail MAR 0 9 2020 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company ar BY. p Y r w //`�// �J! � • Qualifying Agent J'SP►.-- Address 17123 : AVie iV V+ City��1X 13c ii State - Zip -3,„./.. 5D k Office Phone 40, ye 1Ap._ Job Site Contact Number State Certification/Registration# _ E-Mail' D Of>S"trvC ,Or,Inc Q rig DO •Garin Architect Name& Phone# p �jyCs&ywe..4 l Engineer's Name&Phone# Workers Compensation Insurer OR Exempi>Oi Expiration Date ' l20 Application is hereby made to obtain a permit to do the work and installations as indicated.r_I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND z • • ;TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE y pIt•RDING YOUR NOTICE OF COMMENCEMENT. 0 ,- R {i z (Signature of(0 er or ,gent) (Signature of Contractor) 0 2 tu 0 g 2 �gY: •d and sworn to(or affirmed)befo - me this iii .° day of Signed and sworn to(or affirmed)before me this r0 day df`y 7 N • a 3 ' ,, A R1A), • i • V. hmy ° ' 4--- , _, 207 , .E by t,,,,¢.,O 1. I Z 1• ure of • .ry) g -of • . • C 'I•ersonally Known OR todgrsonally Known OR r •; ,, [4 •roduced Identification [ ]Produced Identifications;••‘'`.• •e of Identification: Type of Identification: "�• OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION ,41111: HIGHLIGHTED IN " City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 �- p Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: R SZU-C ) ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: 3/ZC/ C_ Project Address: Co Iv Pc)rzREST'A C.1 fa- Contractor/Contact Name: ` COIV� ► ! .0C-TL Contact Phone: 4 (c 3 ( 3 Z. Email: Description of Proposed Revision/Corrections: II affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? Ce/N ❑No ❑ Yes (additional s.f.to be added: r C ,► • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments ••• • -nom • n�� !��sasLY�� r Betsalm rteut Review Required: 4/V\Planning&Zoning viewed By Tree Administrator Public Works Public Utilities 4-1" Z U Public Safety Date Fire Services Updated 10/17/18 -S _, r . /, yzsv CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r) OFFICE VOP ,, yr ATLANTIC BEACH, FL 32233 (904) 247-5800 ,4Ji31�r BUILDING REVIEW COMMENTS Date: 3/11/2020 Permit#: RESA20-0007 Site Address: 6 N FORRESTAL CIR Review Status: Denied RE#: 171764 0000 Applicant: TDB CONSTRUCTION INC Property Owner: BAGGETT DANIEL L Email:tdbconstructioninc@yahoo.com Email: Phone: 9044631632 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit the installatio• ' structions for the Nichiha Lap Siding FL# 12098. , 2 copies. 2. Submit the Evalu. 'on Report for the Nichiha Lap Siding FL# 12098.1, 2 c'pies. 3. Submit the Cert,in Teed Rolled Roofing installation instructions for the F #2533.1, 2 copies. 4. A second set o 1 Form R405-2017 Energy Conservation forms are need-d. The first set submitted was not signed or d. ed by the Builder and both sets need to be. Building / 1 ()711- ti. 1 v Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us St^ 1 IP-e(/'e-et,,S 3i/7/to /71 W"-- Resubmittal 1�- Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): 336 gold, ),vim Non-Habitable Space (ft2): LAND INFORMATION: Zoning District: V' L Flood Zone: J Minimum FFE: /774 4-A exi 344.S BUILDING INFORMATION: Construction Type: V 13 Occupancy Group: t ePSiell4 /, c,/ Number of stories: Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: 01A1" City of Atlantic Beach APPLICATION NUMBER 64 A`',0*,,... ABuilding Department (To be assigned by the Building Department.) 800 Seminole Road �� r S�7 �/1Dri7 -�.:�� l.i L� CJ v I , Atlantic Beach, Florida 32233-5445 / E-mail:4.tx, (b0u�d ng) �d pt@coab.u904)247-5845 s Date routed: / �0 City web-site: http://www.coab.us 111 APPLICATION REVIEW AND TRACKING FORM Property Address: lJc ro R 2E.STAL 0 i Z NC Depa a ent review required Yes No Applicant: [: , a ,OILS ;�''anning &Zoning _ _- Tree 'dministrator Project: ►JGN,.c, C f poc -( 1 p4r" ur -s" [ Fire Services ,Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation „_e.. St.Johns River Water Management District Army Corps of Engineers ` _� ^_ Division of Hotels and Restaurants V/�V ' Division of Alcoholic Beverages and Tobacco Vv ` Other: APPLICATION STATUS Reviewing Department First Review: Approved. I 'Denied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed byC%% -t4::::°P Date: 31 2c. TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0i/1912017 llk OA?:0, City of Atlantic Beach hGtiiEI APPLICATION NUMBER 41, .40Building Department (To be assigned by the Building Department.) 4 \ 800 Seminole Road MAR 10 202) �� cS A� �d o�7 '' Atlantic Beach, Florida 32233-544 io, „,! Phone(904)247-5826• Fax(904) .5845 /' i ,�Date routed: 0City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ro R 2E,S i AL 0 i rz 1 Depa II ent review required Yes No v. _- Applicant: 1 l D a ,OI\aST ir'anning &Zoning Tree Administrator Project: ►JC",(V,,t•;l C RPO —T 4 v:• • ,,or sTIIIIIII =i-glnta.� Wilill riz.cl- HROOrn NC , Lon)U2,(t Fire Services `'dl `a'lj -,i.,,., -,7, ,:.,.,.., D e o a titA,W. - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation 'j St.Johns River Water Management District Army Corps of Engineers _ ` _L�O- Division of Hotels and Restaurants V/ CI Division of Alcoholic Beverages and Tobacco Vv ` Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING , Reviewed b Date: S---/` �--,2 2 TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 0i/1912017 t"---, • sit. 4_,'*• •••,44 ' ' • ( '. 4ill • _._=... : 4 , -„,... . ..A t•NS ...;..k- 1 I • , 1 : --- A- ... .. ..* ‘'•1 %,... ‘ 1 \ . \ f . 1 il l.‘ e‘ t t :tt k‘ Vt `%.. tt ! •,. . ' lb (''' ••••...„. ‘ 1 IN1 "N, N, 1 I ......... .. '1\4 '1%. ' ....,......... .. `,.. , - ••• ,.. %SS - ...,,. 4....\ ft . . 1,.. . , 1 ' i 1 1 • 1 ! ••••• ••. i....., ?•,--J.- ..Z 'tis.... ii....Nt+ L'-- I i • , . .-.1 n c-r• 0 1 -,..,,,.... i40-Ai:/ City of Atlantic Beach APPLICATION NUMBER . , r Building Department (To be assigned by the Building Department.) ` 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 n� 4hr, E-mail: building-dept@coab.us Date routed: 10 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ro R R.ESS (AL. 0 i 1 Depar ent review required Yes No uildin Applicant: l D a 0_,0Ns ( / anning &ZoningTh tT— ree—Administrator Project: ,ThC—:ry LR P° -T `-1 p-Q ""v "� Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation ,__e_., St.Johns River Water Management District 07 Army Corps of Engineers \/\' 1-1 Division of Hotels and Restaurants 4 Ci Division of Alcoholic Beverages and Tobacco V" ` Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. of applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: — `�-�~'�Date: ,...?-/2_ 7-<, TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 0-5119/2017 Per fn , 4-P-- 12 s Do ° °° OFFICE COPY NOTICE OF COMMENCEMENT Appr ed By Permit Desk 11 17'sr /b P`")r 50 State of3aig-1 rtment O COPY' io No. � t LSV City oQtiNn I Beach,FL JCounty of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 30' i -*Qrrric eie.-t I'1 Ur 114, VAL+. t Io-F t 4 Pik L - Address of property being improved: IQ fat al air N' !*\•8c.11 • -VD-33 General description of improvements:g0.wve- 0_,LV ti/0V+( a aci -Pif-001M1 new lofl,+l ►vco ) Owner: Thyl t O fit' Address: (Q Vliec�`1 -� C tP N • /r f l&h 11 Owner's interest in site of the improvement: WO — Fee Simple Titleholder(if other than owner): Name: / `� �-��,�, #1\X Contractor:'�t loo j)C7 0(l t vkc !' �60-ve- Address: l-�n st1.447 Vt2 B)va_ -t\ce c vDa Telephone No.: 954''"t i l(e;Z- - Fax No: C $j-1.2 _t1 2- Surety(if any) — Address: Amount of Bond$ _ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: — Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: O N pp ' Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different dat''pk specified): * Q 8ti THIS SPACE FOR RECORDER'S USE ONLY OWNER N N w Doc#2020008880,OR BK 19067 Page 1205, Signed: /4.›.e41.4.>---e TgDate: \ I D J'l 07-i O a` Number Pages:1 Before me this /0 day of%?e 1. +^J?Q? the Cou ty of Duval,Stafieg ,c) w Recorded 01/13/2020 11:51 AM, Of Florida,has personally appeared UU RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of Florida,County of Duval. COUNTY My commission expires: 4 3 2O J ' RECORDING $10.00 Personally Known: *r + .c Produced Identification:VA-* -pc ��jl-I 1 U D(e 5 ` • JOB COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEA (� r� BEACH, FLORIDA (*REQUIRED) *Project Address: G �pRT� rR2ESi - CIRcL.e f LA,Yrxc.. REi c H I—L, 32233 Permit#: ,2 S/9 ?o Doo q *Owner/Project Name: B G-G4 rr KE$TDCn1c.[ i la Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for t� lin ponents listed below as applicable to the building construction project for the permit number listed above. You should contact your product supp4er if you;cit n> know the product approval number for any of the applicable listed products. Information regarding statewide product approval maydbe obtairrgdatt www.floridabuilding.org. City of Atlantic Beach, FL Category/Subcategory Manufacturer Product Description Limitation of Use State# Local it A. EXTERIOR DOORS 1.Swinging 2.Sliding 3.Sectional 4. Garage Roll-Up 5. Automatic 6. Other B.WINDOWS 1. Single hung PGT &sokc.s I-oa SH Noi.1 Ion PACT 239.6 2. Horizontal slider 3. Casement 4. Double hung _ 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 JOB COPY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL e 1.Siding Nr�N=HA USA Z,oc. LAP Srt 2,4 1209 . 1 2.Soffits 3. EIFS 4.Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing afrailalaftecesiL 6. Modified bitumen CETA=OTOED T-40 c- _ Rodeo Roof ic- . N6 xa }1\LNZ, 2533. 1 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 JUb LU Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G.SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 JOB CO In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. . (+,i.,"-ckec 11> — *Contractor Name (Print Name): 4 oc,of E D BERK STfl G.SSEI *Contractor Signature: *Company Name: 116 TQ Q C Q/.ISTRUGTiO N I (tic . *Mailing Address: 4-2. `j r. Gus ri JF *City: SAcKSaNVILLE RERcH *State: F OgioR *Zip Code: 32a 50 *Telephone Number: 96¢ - 4L3 - I G32./249-9393 *E-mail Address: yc ioo. coin Cell Phone Number: 9O4'1(a3- Cv32 Fax Number: 904-- 2+9 ' 780 Page 4 of 4 Updated 10/17/18 FORM i405-2017 JOB COPVQ RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST __ Florida Department of Business and Professional Regulation <) Simulated Performance Alternative(Performance)Method <c)i o� 0� a \,;(\ Applications for compliance with the 2017 Florida Building Code,Energy Conservation via ther ?p B residential Simulated Performance method shall include: :1 This Checklist �� CI n'5 leTP„, A FORM 405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy 1.0 Code. This form shall include a summary page indicating home address,e-ratio and the pass or fail status along with summary areas and types of components. whether the home was simulated as a worst-case orientation, name and version of the compliance software tool,name of individual completing the compliance report(one page). An input summary checklist that can be used for field verification(usually 4 pages/may be greater). Energy Performance Level(EPL)Display Card(one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements(five pages) Required prior to CO for the Performance method: Air Barrier and Insulation Inspection Component Criteria checklist(Table 402.4.1.1-one page) A completed Form 2017 Envelope Leakage Test Report(usually one page). Section R402.4 or R402.4.1.2 exceptions may apply If FORM R405 duct leakage type indicates anything other than'default leakage"then a completed FORM R405 Duct Leakage Test Report(usually one page). 2020-Mar-02 15:1227 wrightsoft Right-Suter Uriversal 201919.0.15 RSU00000 Right-Energy9)Florida 2017 Section 405 405.4.1 Compliant Software Page 1 .v...........,.. _sUdISC Bulders\Baggett-6 N Forrestal Cir.rip Calc=MJ8 Front Door faces:NE FORM R405-2017 JOB PV FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation- Residential Performance Method Project Name: Den Bath Addition Builder Name: Broadwell's Builders Street: 6 N Forrestal Cirde Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL 32233 Permit Number. Owner Daniel Baggett Jurisdiction: 261100 Design Location: FL,Jacksonville/Intnl. County: (Florida Climate Zone 2) 1.New construction or existing New(From Plans) 9. Wall types(440 ft') Insulation(R) Area(ft2) 2.Single family or multiple family Single-Family a. Wood Wall 2x4 R13 13.0 440.00 b. N/A 3.Number of units.if multiple family 1 c. N/A 4.Number of bedrooms 0 d. N/A 10. Ceiling types(336 ft') Insulation(R) Area(ft') 5.Is this a worst case? No a. Shingle Vented Attic R30 30.0 336.00 6.Conditioned floor area above grade(ft') 336.00 b. N/A Conditioned floor area below grade(ft') 0 c. N/A 7. Windows(56 ft') Description Area(ftp 11.Duds R Area(ftp a. a.U-Factor Dbl,0.290 56.00 b. SHGC: 0.19 b.U-Factor 12.Cooling systems kBtu/hr Effidency SHGC: a.Split air conditioner 9.0 SEER:24.6 c.U-Factor b. SHGC: 13.Heating systems kBtu/hr Effidency d.U-Factor a. SHGC b. Area Weighted Average Overhang Depth: 1.000 ft 14.Hot water systems Area Weighted Average SHGC: 0.190 a.Gas conventional(40 gal) Cap:40 gal EF:0.62 8. Floor types(336.00 ft') Insulation(R) Area(ft') b.Conservation features a. Slab On Grade 0.0 336.00 (None) b. N/A c. N/A 15.Credits None Glass/Floor area: 0.167 Total Proposed Modified Loads: 8.09 PASS Total Baseline Loads: 15.57 I hereby certify that the plans and specifications covered by this Review of the plans and specifications Alit 57f� ' calculation are in compliance with the Florida Energy Code. covered by this calculation indicates f'...0-,i ^ 6=,, compliance with the Florida Energy fi`:. Code. Before construction is completed, `GI , '"' ' PREPARED BY: Gy�� this building will be inspected for I :" ? .`•- r oral 1 compliance with Section 553.908 4 DATE: 3/2/20 O Florida Statutes. tom.` I _q.. �j� E L ' I hereby certify that this building.as designed,is in compliance with .`i.i'L -- ,,,�„ 4C the Florida Energy Code. ' \ '.0°D rt11-N'..----- ; := OWNER/AGENT:1 / 1(/,(?'"-f , .r.•--�i.r BUILDING OFFICIAL: / r - DATE: 7 ... i .. .'- 0 DATE: Y. -Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50(R402.4.1.2). 2020-Mar-02 15.12:27 4 wlrightsoft Right-Stile®Uriversa1201919.0.15RS000000 Right-Energy9 Florida 2017 Section405.4.1 Compliant Software Paget ...siMISC Bulders\Baggett-6 N Forrestal Cir.rkp Calc=MJ8 Front Door faces:NE FORM R405-2017 Building Input Summary Report PROJECT Trtle: Den Bath Addition Bedrooms: 0 Address type: Street address Building Type: FLAsBuilt Bathrooms: 1 Lot#: Owner. Daniel Baggett Conditioned Area: 336 Block/Subdivision: #of Units: 1 Total Stones: 1 Platbook: Builder Name: Broadwers Builders Worst Case: No Street 6 N Forrestal Circle Permit Office: Atlantic Beach Rotate Angle: 0 Count": Jurisdiction: 261100 Cross Ventilation: No City,S-.ate,Zip: Atlantic Beach,FL 32233 FamiNN Type: Single-Family Whole House Fan: No New/Ex fisting: New(From Plans) Terrain: Suburban Year Construct 2020 Shielding: Suburban Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp ✓ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville/Intnl. FL_Jadcsonville-Cr 2 33 95 70 75 1327 49 Medium BLOCKS # Name Area Volume 1 Entire Building 336.00 ft2 2688.00 ft SPACES # Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 New Den 228.00 ft2 1824.00 ft' No 2 0 1 Yes Yes Yes 2 New Bath 49.50 ft2 396.00 ft3 No 0 0 1 Yes Yes Yes 3 New Laundry 58.50 ft2 468.00 ft3 No 0 0 1 Yes Yes Yes FLOORS (Total Exposed Area=336 sq.ft) / # - Floor Type Space Perimeter R-Value Area U-Factor Tile Wood Carpet__ 1 Slab On Grade New Den 34 ft 0 228.00 ft2 0.989 0 1.0 0 2 Slab On Grade New Bath 6 ft 0 49.50 ft2 0.989 0 1.0 0 3 Slab On Grade New Laundry 16 ft 0 58.50 ft2 0.989 0 1.0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch ✓ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed RoofAsph 341 ft2 28 ft2 Dark 0.75 No 0.90 No 0 9 ATTIC ✓ # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 336.00 ft2 N N CEILING (Total Exposed Area=336 sq.ft.) ✓ # Ceiling Type Space R-Value U-Factor Area Framing Fraction Truss Type 1 Shingle Vented Attic R30 New Den 30 0.034 228.00 ft2 0.10 Wood 2 Shingle Vented Attic R30 New Bath 30 0.034 49.50 ft2 0.10 Wood 3 Shingle Vented Attic R30 New Laundry 30 0.034 58.50 ft2 0.10 Wood WALLS (Total Exposed Area=440 sq.ft) '7 Adjacent To Cavity Width Height Sheathing U- Frm. SolarAbsor. Below # Omt Wall Type Space R-Value Ft In Ft In Area R-Value Factor Frac. Grade% 1 NE Exterior Wood Wa 2x4 R13 New Den 13 12 0 0 96.0 ft2 0 0.084 0.25 0.75 0 2 SE Exterior Wood Wa 2x4 R13 New Den 13 3 0 0 24.0 ft2 0 0.084 0.25 0.75 0 3 NW Exterior Wood Wa 2x4 R13 New Den 13 19 0 0 152.0 ft2 0 0.084 0.25 0.75 0 4 SW Exterior Wood Wa 2x4 R13 New Bath 13 5 6 0 44.0 ft2 0 0.084 0.25 0.75 0 5 SW Exterior Wood Wa 2x4 R13 New Laundry 13 6 6 0 52.0 ft2 0 0.084 0.25 0.75 0 6 NW Exterior Wood Wa 2x4 R13 New Laundry 13 9 0 0 72.0 ft2 0 0.084 0.25 0.75 0 2020-Mar-02 15:12:27 wright:vft Right-Sate®Universal 201919.0.15RS000000 Rigrt-Energy®Florida 2017 Sedion405.4.1CompliartSoftware Page 3 .ru•,ru«.e..rr..p.y ...slMISC Bulders\Baggen-6 N Forrestal ar.np Calc=MJ8 Front Door faces:NE ' FORM R405-2017 WINDOWS (Total Exposed Area=56 sq.ft) Wal Overhang Interior ✓ # Omt ID Frame Panes NFRC U-Factor SHGC Impact Area Depth Separation Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.290 0.19 No 30.0ft2 1 ft 0 in 3 ft 0 in None None 2 NW 3 Vinyl Low-E Double Yes 0.290 0.19 No 15.0W 1 ft 0 in 3 ft 0 in None None 3 SW 4 Vinyl Low-E Double Yes 0.290 0.19 No 2.0ft2 1 ft 0 in 1 ft 4 in None None 4 SW 5 Vinyl Low-E Double Yes 0.290 0.19 No 9.0ft2 1 ft 0 in 1 ft 4 in None None GARAGE ✓ # FloorArea Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wal Insulation 1 0 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Blower Door 0.000356 313.6 17.25 32.39 0.55 7.00 HEATING SYSTEM ✓ # System Type Subtype Efficiency Capacity Block Ducts 1 0.0 kBtu/hr 1 Ductless COOLING SYSTEM ✓ # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Split air conditioner SEER:24.6 9.0 kBtu/hr 360 cfm 0.80 1 Ductless HOT WATER SYSTEM ✓ # System Type Subtype Location EF Cap Use SetPnt Conservation 1 Gas conventional 0.62 40 gal 30 gal 120°F None TEMPERATURES Programmable Thermostat: N Ceiling Fans: Cooling [ X ]Jan [ X] Feb [ X] Mar [ X] Apr [ X] May X] Jun X] Jul [ X] Aug [ X] Sep [ X] Oct [ X] Nov [ X] Dec Heating [ X ]Jan X Feb [ X] Mar [ X] Apr X May X] Jun X] Jul [ X] Aug [ X] Sep [ X] Oct X] Nov [ X] Dec Venting X IJan € X] Feb [ X] Mar [ X] Apr € X] May X] Jun X] Jul [ X] Aug [ X] Sep [ X] Oct € X] Nov [ X] Dec Thermostat Schedule: Florida Building Code,6th Edition Hours Schedule Type (2017) 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling(WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 2020-Mar-02 15:1227 4 wrIghtsof_ Right-Sute®Urrversal 2019 19.0.15 RS000000 Right-Energy®Florida 2017 Section405.4.1 Compliant Software Page 4 ...ow-......•�•ott—a ...s\MISC BuldersiBaggett-6 N Forrestal Cir.rw Calc=MJ8 Front Door faces:NE FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX = 52 The lower the EnergyPerformance Index, the more efficient the home. 1.New home or addition 1. New(From Plans) 12. Ducts.location&insulation level a.Supply ducts: R 2.Single-family or multiple-family 2. Sinqle-Fainly b.Return ducts: R c.AHU location: 3.Number of units,if multiple-family 3. 1 13.Cooling systems Capacity 9.0 4.Number of bedrooms 4. 0 a.Split system: SEER 24.60 b.Single package: SEER 5.Is this a worst case?(yes/no) 5. No c.Ground/water source: SEER/COP d.Room unit/PTAC: EER 6.Conditioned floor area(ft2) 6. 336.00 e.Other: 7.Windows,type and area* 14.Heating systems Capacity 0.0 a.U-Factor: 7a. Dbl,0.290 a.Split system heat pump: HSPF b.Solar Heat Gain Coefficient(SHGC): 7b. 0.19 b.Single package heat pump: HSPF c.Area(ft2) 7c. 56.00 c.Electric resistance: COP d.Gas furnace,natural gas: AFUE 8.Skylights e.Gas furnace,LPG: AFUE a.U-Factor: 8a. f.Other: b.Solar Heat Gain Coefficient(SHGC): 8b. 15.Water heating systems 9.Floor type.insulation level a.Electric resistance: EF a.Slab-on-grade(R-value): 9a. 0.0 b.Gas fired.natrual gas: EF 0.615 b.Wood.raised(R-value): 9b. c.Gas fired.LPG: EF c.Concrete.raised(R-value) 9c. d.Solar system with tank: EF e.Dedicated heat pump with tank: EF 10 Wall type and insulation: f.Heat recovery unit: HeatRec% a.Exterior: g.Other: 1.Wood frame(Insulation R-value): 10a1. 13 2.Masonry(Insulation R-value): 10a2. 16.HVAC credits claimed(Performance Method) b.Adjacent: a.Ceiling fans: 1.Wood frame(Insulation R-value): 10b1. b.Cross ventilation: 2.Masonry(Insulation R-value): 10b2. c.Whole house fan: d.Multizone cooling credit: 11.Ceiling type and insulation level e.Multizone heating credit: a.Under attic(R-value): 11a. 30.0 f.Programmable thermostat: b.Single assembly(R-value): 11b. c.Knee walls/skylight walls(R-value) 11c. d.Radiant barrier installed 11d. *Label required by Section 303.1.3 of the Florida Building Code,Energy Conservation,if not DEFAULT. I certify that this home has complied with the Florida Building Code,Energy Conservation,through the above energy saving features which will be installed(or exceeded)in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 6 N Forrestal Circle City/FL Zip: Atlantic Beach,FL 32233 2020-Mar-02 15:12:27 411- wrightsoft Rigi1-Sute4,Universal 201919.0.15RS000000 Rigil-Energy9)Florida 2017 Section 405.4.1 Compliant Software Page 5 ......,... . ...s\MISC Bulders\Baggett-6 N Forrestal Cir.np Calc=MJ8 Frort Door faces:NE FORM R405-2017 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 6 N Forrestal Circle PERMIT#: Atlantic Beach,FL 32233 MANDATORY REQUIREMENTS -See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085,Florida Statues)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.completed and signed by the builder The building official shall verify that the EPL display card accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix RD. ElR402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupandes and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g),or(i)or an approved third party. Awritten report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations.or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be dosed.but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers induding exhaust,intake,makeup air,backdraft and flue dampers shall be dosed. but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. 71 R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air. Where using tight-fitting doors on factory-built fireplaces listed and labeledin accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-figging doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. F-1 R402.4.3 Fenestration air leakage. Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 2020-Mar-02 15:12:27 yr41r 1ghi Oft Right-Sate®Universal 201919.0.15 RSU00000 Right-Energ Florida 2017 Section 405.4.1 Compliant Software Page 6 Bulders\Baggett-6 N Forrestal Cirsip Calc=MJ8 Front Door faces:NE FORM R405-2017 MANDATORY REQUIREMENTS -(Continued) ElR402.4.4 Rooms containing fuel-burning appliances In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or endosed in a room,isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent apliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. ElR402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS ▪ R403.1 Controls ▪ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided foreadh separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost. prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory). All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing. Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Post construction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system, induding the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. Awritten report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑ R403.3.5 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight.moisture,equipment maintenance,and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ElR403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace termperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. O R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for how water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2020-Mar-02 15:12:27 wrightsoft Right-Sute®Universal 2019 19.0.15 RSU00000 Right-Energy®Florida 2017 Section 405.4.1 CompliartSoftware Page 7 ..sW11SC Bulders\Baggett-6 N Forrestal Cir.np Calc=MJB Frort Door faces:NE FORM R405-2017 MANDATORY REQUIREMENTS -(Continued) El R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as dose as possible to the storage tank. • R403.5.6 Water heater efficiencies(Mandatory). ElR403.5.6.1 Storage water heater temperature controls. ❑ R403.5.6.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100 F to 140'F(38`C to 60'C). ❑ R403.5.6.1.2 shut down. A separate switch ora dearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. ❑ R403.5.6.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria of Section R403.5.6.2.1. • R403.5.6.2.1 Solar water heating system. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal:and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code.Mechanical,as applicable,or with other approved means of ventilation,including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy When installed to function as a whole-house mechanical ventilation system.fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure of for mechanical ventilation shall meet the following criteria: 1.The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation forAcceptable IndoorAir Quality,shall be the maximum rates allowed for residential applications. 2.No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics. crawlspaces,attached endosed garages or outdoor spaces adjacent to swimming pools or spas. 3.If ventilation air is drawn from endosed spaces(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19,space permitting,or R-10 otherwise. O R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved methodologies,heating and cooling calculation based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY(a) AIRFLOW RATE MAXIMUM CFM CFMNVATT CFM Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfrrv1watt Any Bathroom.utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 Lfrrl-28.3 Limin. (a)When tested in accordance HVI Standard 916 wrightsoft Right-SuteOO Universal 2019 19.0.15 RSU00000 Right-Energy®Florida 2017 Section 405 4 i.1 Complia Software2020-Mar-02 15:12:27 Page 8 •.•.. ,.w..T-- s®lISc Bulders\Baggett-6 N Forrestal amp Calc=MJB From Door faces:NE MANDATORY REQUIREMENTS -(Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7.or the closest available size provided by the manufacturers product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value forAHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturers expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1.Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2.When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. ❑ R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1.and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ElR403.7.1.2.2 Electric resistance furnaces. Electnc resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1 ❑ R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1.A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2.A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory). Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10-C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1.Where public health standards require 24-hour pump operations. 2.Pumps that operate solar-and waste-heat-recovery pool heating systems. 3.Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. ❑ R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or afterApril 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2020-Mar-02 15:12:27 * wrightSOf Right-Sute®Universal 201919.0.15RS000000 Right-Energy!Florida 2017 Section 405.4.1 Compliant Software Page 9 ...s'MISC Bulders\Baggett-6 N Forrestal Cir.np Calc=MJ8 Front Door faces.NE MANDATORY REQUIREMENTS-(Continued) ❑ R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160.Table 2,Standard Rating Conditions-Low AirTemperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. 1-1 R403.11 Portable spas(Mandatory). The energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low-voltage lighting. ❑ R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 2020-Mar-02 15:12:27 wrlghtsoft_ Right-Sute®Universal 201919.0.15RS000000 Right-Energy®Florida 2017 Section 405.4.1Compliant Software Page 10 .r-..• -.., , .sUAISC 8ulders\Baggett-6 N Forrestal Cir.n.p Calc=MJ8 Front Door faces:NE FORM R405-2017 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Den Bath Addition Builder Name Broadwell's Builders Street: 6 N Forrestal Cirde Permit Office: Atlantic Beach City,State.Zip: Atlantic Beach FL 32233 Permit Number Owner Daniel Baggetj Jurisdiction: 261100 Design Location: FL Jacksonville/Intnl. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA .( General A continuous air barrier shall be installed in the building envelope.The exterior thermal envelope Air-permeable insulation shall not be used as a ❑ requirements contains a continuous barrier.Breaks or joints in the sealing material. air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit shall be aligned with the insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. ❑ Access openings,drop down stairs or knee wall doors to unconditioned attics paces shall be sealed. Walls The junction of the foundation and sill plate Cavities with corners and headers of frame walls shall be sealed.The junction of the top plate shall be insulated by completely filling the cavity I and the top of exterior walls shall be sealed. with a material having a thermal resistance of R-3 ❑ Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier Windows,skylights The space between window/door jambs and framing, and doors and skylights and framing shall be sealed. ❑ Rim joists are insulated and include an air Rim joists shall be insulated. ❑ Rim joists barrier. Floors(including The air barrier shall be installed at any exposed Floor framing cavity Insulation shall be installed above-garage and edge of insulation. to maintain permanent contact with the underside cantilevered floors) of subfloor decking,or floor framing cavity insulation shall be permitted to be in contact L_1with the top sideof sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space Exposed earth in unvented crawl spaces shall be Where provided in lieu of floor insulation, walls covered with a Class I vapor retarder with insulation shall be permanently attached ❑ overlapping joints taped. to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall ❑ be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that ❑ on installation readily conforms to the available cavity spaces. Garage Air sealing shall be provided between the garage separation and conditioned spaces. ❑ Recessed Recessed light fixtures installed in the building Recessed light fixtures installed in the lighting thermal envelope shall be sealed to the drywall. building thermal envelope shall be air tight ❑ and IC rated. Plumbing and Batt insulation shall be cut neatly to fit around wiring wiring and plumbing in exterior walls,or insulation that on installation readily conforms ❑ to available space shall extend behind piping and wiring. Shower/tub on The air barrier shall be installed behind Exterior walls adjacent to showers and tubs ❑ exterior wall electrical or communication boxes or air-sealed shall be insulated. boxes shall be installed. Electrical/phone The air barrier shall be installed behind box on exterior electrical or communication boxes or air-sealed ❑ walls boxes shall be installed. HVAC register HVAC register boots that penetrate building boots thermal envelope shall be sealed to the subfloor ❑ or drywall. Concealed When required to be sealed,concealed fire sprinklers sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2020-Mar-02 15:12:27 4 wrightsoft Right-Sute®Universal 201919.0.15RS000000 Right-Energy®Florida 2017 Section 405.4.1Compliant Software Page 11 ...o.-........, , _.s\MISC Bulders\Baggett-6 N Forrestal Cir.rrp Calc=MJS Front Door faces:NE FORM R405-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit Number: Job Information Builder: Broadwelfs Builders Community: Lot: Address: 6 N Forrestal Circle Unit: City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance. Prescnptive.or ERI Method. PRESCRIPTIVE METHOD The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 pascals)in Climate Zones 1 and 2. The building or dwelling unit shall be tested and verified as having an air leakage rate of not PERFORMANCE or ERI METHOD exceeding the selected ACH(50)value,as shown on FORM R405-2017(Performance)or R406-2017(ERI),section labeled as Infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 4. 2688 = Method for calculating building volume: CFM(50) Building Volume ACH(50) E Retrieved from architectural plans PASS [ Code software calculated ❑ Field measured and calculated When ACH(50)is less than 3.Mechanical Ventilation installation must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues,or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or and approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be dosed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers induding exhaust,intake,makeup air,back draft and flue dampers shall be dosed.but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 2020-Mar-02 15:12:27 wrightsoft Rigfl-Sute®OUniversal 201919.0.15RS000000 Rigfl-Energy!Florida 2017 Sefton 405.4.1CompliarlSoftware Page 12 .s\MISC Bulders\Baggett-6 N Forrestal Cir.np Calc=MJ8 Frort Door faces:NE FORM R405-2017 Duct Leakage Test Report Residential Perscriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Pemrt Number: Job Information Builder: Broadwelrs Builders Community: Lot: Address: 6 N Forrestal Circle Unit: City: Atlantic Beach State: FL Zip: 32233 Duct Leakage Test Results System 1 cfm25 Prescriptive Method Ju125(Total) To qualify as"substantially leak free"Qn Total must be less than System 2 cfm25 or equal to 0.04 if air handler unit is installed. If air handler unit is not installed,Qn Total must be less than or equal to 0.03. This System 3 cfm25 testing method meets the requirements in accordance with Section R403.3.3. Sum of any Is the air handler unit installed 004oni additional systems cfm25 YES�`_ during testing? NO (<=0 03 On) Total of all systems cfm25 Performance/ ERI Method Lftrt25(Out or Total) 336 = Qn To qualify using this method,Qn must be not greater than the Total of all Total Conditioned proposed duct leakage Qn specified on Form R405-2017 or R406-2017. systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017(Energy Calc)or R406-2017 (Energy Calc)or R406-2017 PASS FAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or(7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or(i), Florida Statues. Testing Company Company Name: Phone: I hereby verify that the above duct leakage test results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 2020-Mar-02 15 1227 - wrightsoft Right-Sute®Uriversa1201919.0.15 RS000000 Right-Energy9)Florida 2017 Section 405 4.1 Compliant Software page 13 .•-. BuldersiBaggett-6 N Forrestal ar.rtv Calc=MJB Front Door faces.NE Reference Home Characteristics Daniel Baggett Tale.Baggett-6 N Forrestal Cir TMY City:FL_Jacksonville-Cr 6 N Forresfal Circle Atlantic Beach, FL 32233 FLBase2017 Above-grade Walls(Uo) 0.084 Above-grade Wall Solar Absorptance 0.75 Above-grade Wall Infared Emittance 0.90 Basement Walls(Uo) n/a Above-grade Floors(Uo) n/a Slab Insulation R-Value 0.0 Ceilings(Uo) 0.030 Roof Solar Absorptance 0.75 Roof Infared Emittance 0.90 Attic Vent Area(ft2) 1.12 Crawlspace Vent Area(ft2) n/a Exposed Masonry Floor Area(ft2) 67.20 Carpet&Pad R-Value 2.0 Door Area(ft2) 40.00 Door U-Factor 0.400 North Window Area(ft2) 12,60 South WindowArea(ft2) 12.60 East WindowArea(ft2) 12.60 West Wndow Area(ft2) 12.60 Window U-Factor 0.400 Window SHGC(Heating) 0.2169 Window SHGC(Cooling) 0.2169 ACH50 7.00 Internal Gains*(Btu/day) 25897 Water heater gallons per day 30.00 Water Heater set point temperature 120.00 Water heater efficiency rating 0.62 Labeled Heating System Rating and Efficiency AFUE=80.0 Labeled Cooling System Rating and Efficiency SEER=14.0 JrADistribution System Efficiency 0.88 Thermostat Type Manual Heating Thermostat Settings 72.0(All hours) T+D 3 Coats raoc r of ES A 2,0-6007 O F F V n 7 tee .,i,/ 13AGGFTT RESiOENce - Approved By Permit Desk G FoRRBSTAI_ C=R IJ. JOB COPY 'Iding Department Llanuc i..,:,,,., .=L NEMO I etc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-8 1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9 TD Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10-11 lE Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech,Attached Base Sheet,Bonded Roof Cover 12-14 11-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17 1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-19 1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 19 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 20-22 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23-27 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 28-30 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-38 3B Structural concrete New or Reroof(Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 38 3C Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 39 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 40-43 48 Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 44-46 4C Lightweight concrete New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 47-52 4D Lightweight concrete Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 52 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 53 5B Cementitious wood fiber New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54 5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 55 51) Cementitious wood fiber New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-58 6B Existing gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 58-59 6C Existing gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 59 6D Existing gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-67 7B Various Recover F Non-Insulated,Bonded Roof Cover 67 NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 1 of 67 0 NEMO I etc. The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: OMG#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with OMG 3 in.Galvalume Steel Plate,Dekfast#14 with Hex Plate or 3"Round Insulation Plate,Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. i- Steel Deck: OMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG#12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or#14 with Hex Plate or 3"Round Insulation Plate,Trufast DP or HD with Trufast 3"Metal Insulation Plates or FlintFast#12 or#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. Y Structural Concrete: OMG#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG HD or CD-10 with OMG 3 in.Galvalume Steel Plate,Dekfast#14 or DekSpike with Hex Plate or 3"Round Insulation Plate,Trufast HD or CF with Trufast 3"Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,GlasRoc Roof Board or gypsum-based roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for,or installed beneath rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. Y Hot asphalt(HA): Full coverage at 25-30 lbs/square Y Ashland Pliodeck(A-PD): Continuous 0.75 inch wide ribbons,12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. Y Dow INSTA-STtK Quik Set Insulation Adhesive(D-I5): Continuous 0.75 to 1 inch wide ribbons,12-inch o.c. Y ICP Adhesives Polyset BOARD-MAX: Continuous 3-inch ribbons,12-inch o.c. ➢ ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-inch wide ribbons,12-inch o.c. ➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c. Y OMG OlyBond 500 or OlyBond Green(08500): Continuous 0.75-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot) ➢ Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,boards shall be staggered from layer-to-layer. Y Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'Increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed In the table: Y Ashland Pliodeck(A-PD)@ 12-inch o.c. MDP -105.0 psf (Min.1.0-Inch) ➢ Ashland Pliodeck(A-PD)@ 6-inch o.c. MDP -277.5 psf (Min.1.0-Inch) ➢ Dow INSTA-STIK Quik Set Insulation Adhesive(D-I5): MDP -120.0 psf (Min.1.0-Inch) ➢ ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min.1.0-Inch) Y Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.1.0-Inch) ➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.1.0-Inch) ➢ OMG OlyBond 500(0B500): MDP -45.0 psf (Min.0.5-Inch Multi-Max FA3) ➢ OMG OlyBond 500(08500): MDP -187.5 psf (Min.0.5-inch ISO 95+GL) ➢ OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-Inch ENRGY 3) • OMG OlyBond 500(0B500): MDP -487.5 psf (Min.0.5-inch ACFoam II) NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 2 of 67 NEMO I etc. 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D,the insulation is optional. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer of Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. CERTAINTEED FLINTLASTIC@ MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Hot asphalt at 20-40 lbs/square (Base and Ply sheets,Asphalt-Applied) Ply One or more Flintglas Ply 4;Flintglas Premium Ply 6 BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in (Base,spot-Asphalt-Applied) 30-inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid (Base,Spot-Asphalt-Appiled) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced (Base,Strip-Asphalt-Applied) as noted herein. BP-CA2 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Henry#903 Adhesive at 1.5 gal/square Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Millennium Hurricane Force Membrane BP-CA3 Adhesive,beads spaced 6-inch o.c. Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-AA Ply One or more Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 lbs/square (SBS,Asphalt-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 3 of 67 NEMO I etc. TABLE 1F-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Base Sheet Roof Cover(Note 15) MDP No. (Note 1) Base Fasteners Attach Ply Cap (psf) SELF-ADHERING SYSTEMS: 9-inch o.c.at min.3-inch lap and 12-inch o.c.In Min.15/32-inch plywood at two(2),equally spaced,staggered center rows; (Optional)SBS- W-57 max 24-inch spans Flintlastic SA NailBase Simplex MAXX Cap SBS-SA -45.0* primed plates shall be with FlintPrime SA (ASTM D41)primer. W 58 Min.15/32-inch plywood at Flintlastic SA NailBase Min.1-inch long,12 ga.Simplex 6-inch o.c.at min.2-inch lap and 6-inch o.c.In (Optional)SBS- SBS-SA 52.5 max 24-inch spans Metal Cap Nails four(4),equally spaced,staggered center rows SA 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at min.2-inch lap and 8-inch o.c.in W 59 Min.19/32-inch plywood at Flintlastic SA NailBase with 11 ga.annular ring shank three(3),equally spaced,staggered center (Optional) SBS- SBS-SA -52.5 max.24-inch spans nails rows Min.19/32-inch plywood at 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at min.2-inch lap and 8-inch o.c.in (Optional)SBS- W-60 max.24-inch spans Flintlastic SA NailBase with 11 ga.annular ring shank three(3),equally spaced,staggered center SA SBS-SA -60.0 nails rows 8-inch o.c.at min.3-inch lap and 8-inch o.c.in W 61 Min.15/32-inch plywood at Flintlastic SA NailBase Simplex MAXX Cap three(3),equally spaced,staggered center (Optional)SBS- max 24-inch spans platesprimed SBS SA -67.5 rows;Stress shall be rimed with SA FlintPrime(ASTM D41)primer. Min.19/32-inch plywood at 32 ga.,1-5/8-inch dia.tin caps lap (Optional)) W-62 Flintlastic SA NailBase with 11 ga.annular ring shank 6-inch o.c.at min.2-inch and 6-inch o.c.In 0 tional 585- SBS-SA -75.0 max 24-inch spans nails four(4),equally spaced,staggered center rows SA Cap nails:1-inch diameter, W-63 Min.15/32-inch plywood at Flintlastic SA NailBase 0.032-inch thick metal cap with 7-inch o.c.at min.4-inch laps and 7-inch o.c.in (Optional)565- SBS-SA -75.0 max 24-inch spans 0.120"shank diameter,annular five(5),equally spaced,staggered center rows SA ring shank nails - Min.19/32-inch plywood at 32 ga.,1-5/8-inch dia.tin caps lap W-64 Flintlastic SA NailBase with 11 ga.annular ring shank 4-inch o.c.at min.2-inch and 4-inch o.c.in (Optional)5B5- SBS-SA -105.0 max 24-inch spans four(4),equally spaced,staggered center rows SA nails HYBRID SYSTEMS: Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps Min.19/32-inch exterior grade Base 20;All Weather/Empire 9-inch o.c.at 4-inch lap and 12-inch o.c.in two SBS-SA-H SBS-AA,SBS-TA 45.0" W-65 plywood at max.24-inch spans Base;Poly SMS Base;Ultra Poly with 11 ga.annular ring shank (2),equally spaced,staggered center rows or APP-TA nails SMS Base Glasbase;Flexiglas;Flintlastic Min.15/32-inch plywood at Base 20;All Weather/Empire Min.1-inch long,12 ga.Simplex 6-inch o.c.at 3-inch lap and 6-inch o.c.in four SBS-AA,SBS-TA W-66 -52.5 SBS-SA-H or APP TA max 24-inch spans Base;Poly SMS Base;Ultra Poly Metal Cap Nails (4),equally spaced,staggered center rows SMS Base NEMO ETC,Lit Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 15 of 67 NEMO I etc. TABLE 1F-1: WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Base Sheet Roof Cover(Note 15) MDP No. (Note 1) Base FastenersI Attach Ply Cap (PO/ Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at 4-inch lap and 8-inch o.c.in three SBS-AA,SBS-TA W 67 Min.19/32 inch plywood at Base 20;PolySMS Base;Ultra with 11ga.annular ringshank SBS-SA-H -52.5 max 24-inch spans (3),equally spaced,staggered center rows or APP-TA Poly SMS Base nails Min.19/32-inch plywood at Glasbase;Plexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at 4-inch lap and 8-inch o.c.in three SBS-AA,SBS-TA W-68 Base 20;Poly SMS Base;Ultra with 11 ga.annular ring shank SBS-SA-H or APP-TA -60.0 max 24-inch spans Poly SMS Base nails (3),equally spaced,staggered center rows Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps 6-inch o.c.at 4-inch lap and 6-inch o.c.in four SBS-AA,SBS-TA W 69 Min.19/32-inch plywood at Base 20;PolySMS Base;Ultra with 11ga.annular ringshank SBS-SA-H -82.5 max 24-inch spans (4),equally spaced,staggered center rows or APP-TA Poly SMS Base nails Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps 4-inch o.c.at 3-inch lap and 4-inch o.c.in four SBS-AA,SBS-TA W-70 Min.19/32-Inch plywood at Base 20;Poly SMS Base;Ultra with 11 ga.annular ring shank SBS-SA-H 405.0 max 24-inch spans Poly SMS Base nails (4),equally spaced,staggered center rows or APP-TA CONVENTIONAL SYSTEMS: Glasbase;Flexiglas;Flintlastic BP-AA,SBS-AA, 32 ga.,1-5/8-inch dia.tin caps 9-inch o.c.at 4-inch lapand 12-inch o.c.in two SBS-AA,5135-TA W 71 Min.19/32 inch exterior grade Base 20;All Weather/Empire with 11 ga.annular ring shank SBS-TA or APP- -45.0* plywood at max.24-inch spans Base;Poly SMS Base;Ultra Poly (2),equally spaced,staggered center rowsTA or APP-TA SMS Base;Yosemite Venting Base nails Glasbase;Flexiglas;Flintlastic (Optional)BP- 9-inch o.c.at 2-inch lapand 18-inch o.c.in two SBS-AA,SBS-TA W 72 Min.15/32 inch exterior grade Base 20;All Weather/Empire Simplex MAXX Cap AA,SBS-AA,SBS- or APP TA -45.0* plywood at max.24-Inch spans Base;Poly SMS Base;Yosemite (2),equally spaced,staggered center rows TA or APP-TA Venting Base W 73 Min.15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9-inch o.c.at 2-inch lap and 18-inch o.c.in two (Optional)APP- W-73 PP- APP-TA 45.0* plywood at max.24-inch spans (2),equally spaced,staggered center rows TA Glasbase;Flexiglas;Flintlastic (Optional)BP- W-74 Min.15/32-inch plywood at Base 20;All Weather/Empire Min.1-inch long,12 ga.Simplex 6-inch o.c.at 3-inch lap and 6-inch o.c.in four SBS-AA,SBS-TA AA,SBS-AA,SBS- -52.5 max 24-inch spans Base;Poly SMS Base;Ultra Poly Metal Cap Nails (4),equally spaced,staggered center rows or APP-TA TA or APP-TA SMS Base;Yosemite Venting Base _ . Glasbase;Flexiglas;Flintlastic BP-AA,585-AA, 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at 4-inch lapand 8-inch o.c.in three SBS-AA,SBS-TA Min.19/32-inch plywood at Base 20;All Weather/Empire SBS-TA or APP- -52.5 W-75 (3),equallyaced,sta max 24-inch spans Base;Poly SMS Base;Ultra Poly nails s p ggered center rows or APP-TA TA SMS Base;Yosemite Venting Base Glasbase;Flexiglas;Flintlastic (Optional)BP- Min.15/32-inch exterior grade Base 20;All Weather/Empire 9-inch o.c.at 2-inch lap and 12-inch o.c.in two AA,SBS-AA,SBS SBS-AA,SBS-TA 52.5 W_76 Simplex MAXX Cap or APP-TA plywood at max.24-inch spans Base;Poly SMS Base;Yosemite (2),equally spaced,staggered center rows TA or APP-TA Venting Base . W 77 Min.15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9-inch o.c.at 2-inch lap and 12-inch o.c.in two (Optional)APP- APP-TA -52.5 plywood at max.24-inch spans (2),equally spaced,staggered center rows TA NEMO ETC,I.I.0 Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 61"EDITION(2017)FBC NON-HVH2 EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 16 of 67 015 CoiSS rauclion) 77-Tt r.J 6AGGETT ResiA&- G FoRRIi51 -- C . Code Compliance Research Report tntertek CCRR-0258 Total Quality.Assured. ®F JOB Copy Issue Date: 10-31-2016 ® Revision Date:06-28-2019 Approved By Permit Desk Renewal Date: 10-31-2019 Building Department City of Atlantic Beach, FL DIVISION:07 00 00-THERMAL AND MOISTURE PROTECTION Use on exterior walls permitted to be of Type V Section:07 45 00—Fiber-reinforced Cementitious Panels construction. Use on walls required to be of fire-resistance-rated REPORT HOLDER: construction. Nichiha USA Inc. 6465 E.Johns Crossing,Suite 250 2.0 STATEMENT OF COMPLIANCE Johns Creek,Georgia 30097 www.nichiha.com The NichiProducts' siding products recognized in this report comply with the Codes listed in Section 1.1,for the properties REPORT SUBJECT: stated in Section 1.2, and uses stated in Section 1.3, when NichiProducts'"Fiber-Cement Siding Products installed as described in this report, including the Conditions of Use stated in Section 6. 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION following Codes: 3.1 NichiProducts'"Fiber Cement Siding Products: 2018,2015,and 2012 International Building Code°(IBC) 2018, 2015,and 2012 International Residential Code° The siding products are used for lap and panel siding. A (IRC) description of the siding products, their dimensions and 2017 and 2014 Florida Building Code—Building(FBC)and their intended application is in Table 2. Residential(FRC)(including HVHZ)(see Section 9) 2016 and 2013 California Building Code—Building(CBC) 4.0 PERFORMANCE CHARACTERISTICS and Residential(CRC)(see Section 9) 4.1 Physical Properties: The siding products comply with NOTE: This report references 2018 Code sections. Section ASTM C1186, Type A, Grade II, in accordance with IBC numbers in earlier editions may be different. Section 1403.10[1404.10]and IRC Section R703.10. 1.2 The NichiProductst" siding products described in this 4.2 Wind Resistance: The maximum allowable wind report have been evaluated for the following properties(see pressure for each of the siding products is described in Table 1): Tables 3,4, 5 and 6. Physical properties Wind resistance 4.3 Surface Burning Characteristics: The siding products Surface burning characteristics have a flame spread index of 0 and a smoke-developed index Noncombustibility of 0,when tested in accordance with ASTM E84. Weather protection Fire-resistance-rated construction 4.4 Noncombustibility: The siding products are noncombustible building construction materials complying 1.3 The NichiProducts' siding products have been with IBC Section 703.5 as determined by testing in • evaluated for the following uses(see Table 1): accordance with ASTM E136. Use as an exterior wall covering in accordance with IBC Section 1405.16 and IRC Section R703.10. 4.5 Weather Protection: Siding products are installed in Use on exterior walls in Types I, II, III, and IV construction accordance with Section 5.2 of this report. 130 Derry Court• York • Pennsylvania • 17406 OBI intertek.com/building Intertek Pc.; Version:6 April 2017 (Jn Code Compliance Research Report CCRR-0258 Page 2 of 25 4.6 Fire-resistance-rated Construction: Fire-resistance- 6.4 The NichiProducts" siding products are produced rated construction is outside the scope of this report. under a quality control program with inspections by Intertek Testing Services NA, Inc. 5.0 INSTALLATION 7.0 SUPPORTING EVIDENCE 5.1 General: 7.1 Reports of tests in accordance with ASTM C1186,ASTM The siding must be installed in accordance with the Nichiha E84,ASTM E136,and ASTM E330. USA Inc., published installation instructions, the applicable Code, and this Research Report. A copy of the 7.2 Data in accordance with the ICC-ES Acceptance Criteria manufacturer's instructions must be available on the jobsite for Fiber Cement Siding Used as Exterior Wall Siding(AC90), during installation. dated June 2012(editorially revised September 2015). 5.2 Application: 7.3 Intertek Listing Report "Nichiha NichiProductsTM Fiber Under the IBC,the siding products must be installed over a Cement Siding Products" on the Intertek Directory of water-resistive barrier complying with Sections 1403.2 Building Products. [1404.2] and 1402.5 [1403.5] and must be attached as described for the specific assembly in Tables 3,4,5,6,7,and 7.4 Documentation of an Intertek approved quality control 8. system for the manufacturing of products recognized in this report. Under the IRC,the siding products must be installed over a water-resistive barrier complying with Section R703.2. Lap 8.0 IDENTIFICATION siding and panel siding may be installed as described in Table R703.3(1), for areas in which the design pressure does not The NichiProducts'" siding products are identified with the exceed 30 pounds per square foot and the mean roof height Nichiha USA Inc., name, and address, the product name, the does not exceed the limits in Table R703.3.1,or as described Intertek Mark as shown below, and the Code Compliance in Tables 3 through 6. For conditions that exceed these Research Report number(CCRR-0258). limits,the panels must be installed as described in Table 9. CODE COMPLIANCE 6.0 CONDITIONS OF USE 6.1 Installation must comply with this Research Report,the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report Intertek governs. CCRR-0258 6.2 When allowable wind speed is determined in accordance with Table 3,the allowable wind speed must be equal to or greater than the design wind speed calculated in 9.0 OTHER CODES accordance with the applicable Code. 9.1 California Building Code 6.3 When the wall construction includes a combustible 9.1.1 Scope of Evaluation: water-resistive barrier and is required to be of Type I, II, Ill, or IV construction, use of the siding products is limited to a The NichiProducts" siding products were evaluated for maximum 40 feet in height above grade plane except under compliance with the 2016 and 2013 California Building Code, the 2018 [2015] IBC where data has been presented to the including Chapter 7A. The siding products are building official demonstrating compliance with the noncombustible materials as defined in CBC Section 202 and Exception to Section 1402.5 [1403.5]. as permitted for use on exterior walls in CBC Section 707A.3. 130 Derry Court •York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 EI) Code Compliance Research Report CCRR-0258 Page 3 of 25 9.1.2 Conclusion: Attachment of NichiProducts for compliance with the High-Velocity Hurricane Zone (HVHZ) provisions of the The siding products,described in Sections 2.0 through 7.0 of 2017 Florida Building Code — Building and the Florida this report, comply with the 2016 and 2013 California Building Code—Residential is described in Table 8 of this Building Code,subject to the conditions noted in Section 6.0 report. of this report. Section numbers for the CBC— Building and In HVHZ applications, the NichiProducts siding must be Residential correspond to the 2015 IBC and IRC section installed over CBS construction or 5/8 in. (5-Ply) plywood numbers. supported by 2 by studs or 2 by 6,No.18 gage metal studs, 9.2 Florida Building Code spaced at 16 inches on center. Section numbers for the FBC — Building and Residential 9.2.1 Scope of Evaluation: correspond to the 2015 IBC and IRC section numbers. Intertek is a Florida State Product Evaluation Entity. The NichiProducts" siding products were evaluated for compliance with the 2017 and 2014 Florida Building Code — Building, Florida Building Code — Residential and 10.0 CODE COMPLIANCE RESEARCH REPORT USE Florida Building Code — Energy Conservation. 10.1 Approval of building products and/or materials can 9.2.2 Conclusion: only be granted by a building official having legal authority in the specific jurisdiction where approval is sought. The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2017 and 2014 10.2 Code Compliance Research Reports shall not be used Florida Building Code — Building, Florida Building Code — in any manner that implies an endorsement of the product Residential and Florida Building Code—Energy, subject to by Intertek. • the following conditions: • Use of the NichiProducts Siding in Types I, II, Ill or IV 10.3 Reference to the https://bpdirectory.intertek.com is recommended to ascertain the current version and status of construction, is as permitted in Florida Building Code — Building,Section 1406.2.1. this report. This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and • understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 130 Derry Court•York • Pennsylvania • 17406 intertek.com/building Intertek PCA-101 version:6 April 2017 . . a Code Compliance Research Report CCRR-0258 Page 7 of 25 Table 3-Continued(NichiBoardr' Plank)1'4'7 Effective Fastener Spacing Allowable I ASCE 7-05 Basic ASCE 7-10 Ultimate FramingDesi n Building Wind Speed(MPH)2 Wind Speed(MPH)3 5 Frame/Horizontal g Height(ft) Sifimg Type Siding Fastener Face/Blind (in) Field(in) Type Pressure(psf)6 Exp B Exp C Expl3 Exp B Exp C Exp D 15 133 121 110 172 156 142 20 133 117 107 172 152 138 25 133 115 105 172 148 136 SPF -42.7 30 133 113 103 172 145 134 40 128 109 101 165 141 130 50 124 107 99 160 138 128 60 121 105 97 156 135 126 16 7.25 15 166 150 136 210 194 176 20 166 146 133 210 188 172 25 166 143 131 210 184 169 DF 30 166 140 129 210 181 166 66.0 40 159 136 125 205 175 162 50 154 133 123 199 171 159 60 150 130 121 194 168 156 Face• 15 109 99 90 140 127 116 20 109 96 88 140 124 113 25 109 94 86 140 121 111 7.25"NichiBoard^' 6d Double HD SPF 30 109 92 -- 140 119 109 MAZE Coil Nail 28'4 40 104 89 -- 135 115 106 50 101 87 -- 130 112 - 60 99 86 -- 127 110 - 24 7.25 15 135 123 111 175 158 144 20 135 119 109 175 154 140 25 135 117 107 175 151 138 • DF -44.0 30 135 114 105 175 147 136 40 130 111 102 167 143 132 50 126 108 100 162 140 130 60 123 106 99 158 137 128 15 104 95 86 135 122 111 20 104 92 -- 135 119 108 25 104 90 -- 135 116 106 Blind 16 7.25 SPF -26.1 30 104 88 -- 135 114 - i 40 100 85 -- 129 110 - 50 97 - -- 125 108 , - , 60 95 - -- 122 106 - 15 170 170 155 210 210 200 MAZE 8d nail-2-1/2 20 170 166 151 210 210 195 inches tong,0.279- 25 170 162 148 210 209 191 Face 16 7.25 SPF -85 inch dia.head,0.123- 30 170 159 146 210 205 188 inch dia.shank 40 170 154 142 210 199 184 50 170 150 140 210 194 180 60 170 147 137 210 190 177 11101) 130 Derry Court•York• Pennsylvania • 17406 121 intertek.com/building Intertek Version:6 April 2017 • ...1 ' en N In N N Z. I H a 5 v I?, N O i✓ Oc N ti y C it o• m P S.N O = N au � � To 0 co 5. w v ao D r (D m �N A , n o 3 O W 2 7 a a cO 7 �. n A T y fD C' XI 0 A ^ m A N CD 0 rn j- ."-± g W (D = 11)o m C)- t O A Cl - > = S 0 7D fY N V V V 154. ID RC ViVIVl CDO (DET V O0 n n O 0tft 3 -0 T r of 1.-• ...4 3 co m 5. O el 23 70 fD cra v O Cr 7 Q C m v N g V1 nt 00 ul 1.11u N W G Dl d W 7 S Z _3O • 01 A V A O O O O '" O ' tt,,nn AA W N N F+ S ut A W N N F-+ = C, O O O O In 0 �/+ 0 0 0 0 0 to N, E.S 01 an W W A A~p A A~p G 8 8 8 F' F-` F• 17,' N H A 00 N 00 CO 00 CO w V.' 0'0 O O O O N No No N o w m r IN-` N-' �g co FA FA FA FA ib m F+ F. N N N W w I I N 00 0 W N .VD w4. O O O O .6 6. N cn lD N In 00 H ut J CO C tD . In 3 m 00 0 N in V Ua N I { I { I 5 .� O N k.° T ,00 `d IV 0 J V 00 t~O 2 l0 2 + Z 1-+ `+ F+ 5 5 5 5 (11 L -C W 00 ? N N N N N N N W W W W A A 0 N 0, to Vf 'l0� c O W V N N N N N V1 O O1 01 01 01 WI j 2 1 T VY .v CD 1:-) v+ v~+ m m m V I t+ t+ r F+ ;�T11 r+ C O W --I N t0 A 0, CO O O 1-+ H N N N N W W Co A X 1� C 00 N A V O W 1..n00 N N CO N "Cl d C gA p A Y y, VI I I I I I pi-+ r . t-• �' m S 4j N N V+ b O O A 01 03 N A co lO W fD U1 .. ._. 0 Code Compliance Research Report CCRR-0258 Page 9 of 25 Table 3-Continued(NichiBoard"" Plank)"4.7 Effective Fastener Spacing Allowa ASCE 7-05 Basic ASCE 7-10 Ultimate Framing ble Budding Frame/Horizontal Wind Speed(MPH)2 Wind Speed(MPH)3 SidingType5 Face/Blind Desi Height(ft) Siding Fastener (in) Field(in) Type Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 30 170 170 170 210 210 210 20 GA 40 170 170 167 210 210 210 16 7.25 Steel -117.5 50 170 170 164 210 210 210 60 170 170 162 210 210 209 15 170 164 149 210 210 192 Aerosmith 20 170 159 145 210 205 188 7 25" Fastening 25 170 156 143 210 201 184 Systems, NichiBoard" Face 30 170 152 140 210 197 181 Versa Pin 20 GA 40 170 148 137 210 191 176 24 7.25 -78.3 Steel 50 168 145 134 210 187 173 60 164 142 132 210 183 170 15 125 113 103 161 146 133 20 125 110 100 161 142 130 25 125 108 99 161 139 127 30 125 105 97 161 136 125 40 120 102 95 155 132 122 SPF -37.5 50 1.16 100 93 150 129 120 60 113 98 91 146 127 118 15 155 141 128 200 182 165 20 155 137 125 200 177 161 25 155 134 123 200 173 158 16 8.25 30 155 131 121 200 169 156 40 149 127 118 192 164 152 DF -58.0 50 144 124 115 186 161 149 60 141 122 113 182 158 146 15 102 92 -- 132 119 108 20 102 90 -- 132 116 106 25 102 88 -- 132 114 — 30 102 86 — 132 111 — SPF -25.0 40 98 — — 126 108 — 6d Double HD 50 95 -- — 122 105 — MAZE Coil Nail Face 60 92 — — 119 -- — 15 127 115 104 164 148 135 20 127 112 102 164 144 132 8.25" 25 127 109 100 164 141 129 NichiBoard� 24 8.25 30 127 107 98 164 138 127 40 122 104 96 157 134 124 OF -38.6 50 118 102 94 152 131 121 60 115 100 93 148 129 120 15 170 170 155 210 210 200 MAZE 8d nail—2- 20 170 166 151 210 210 195 1/2 inches long, 25 170 162 148 210 209 191 0.279-inch dia. Face 16 8.25 SPF -85 head,0.123-inch 30 170 159 146 210 205 188 dia.shank 40 170 154 142 210 199 184 50 170 150 140 210 194 180 60 170 147 137 210 190 177 130 Derry Court•York • Pennsylvania • 17406 intertek.com/building Inter PCA-191 Version:6 April 2017 a Code Compliance Research Report CCRR-0258 Page 13 of 25 Table 3-Continued(NichiBoardt"Plank)1.4'7 Effective Fastener Spacing Allowable Building ASCE 7-05 Bask ASCE 7-10 Ultimate Frame Horizontal Framing Design 2 3 Siding Type Siding Fasteners Face/Blind / g Height Wind Speed(MPH) Wind Speed(MPH)3 (in) Field(in) Type Pressure(psf)6 (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 103 94 85 134 121 110 20 103 91 — 134 118 108 25 103 89 — 134 115 106 30 103 87 — 134 113 -- SPF 25.8 40 99 — — 128 110 -- r 50 96 — -- 124 107 -- 60 94 — — 121 105 -- 15 129 117 106 166 151 137 20 129 113 104 166 147 134 25 129 111 102 166 143 131 16 12 30 129 109 100 166 140 129 DF 39.8 40 123 106 97 159 136 126 50 120 103 96 154 133 123. 60 117 101 94 151 131 121 15 — — — 109 — — 20 — -- — 109 — — 25 — -- — 109 — -- 30 -- — -- 109 -- — SPF 17.2 40 -- -- -- — — -- 6d Double HO 50 12"NichiBoard"' MAZE Coil Nail Face 60 -- -- -- -- 15 105 95 87 136 123 112 20 105 93 -- 136 120 109 25 105 91 -- 136 117 107 24 12 30 105 89 — 136 115 105 DF 26.6 40 101 86 -- 130 111 -- 50 98 — -- 126 109 -- 60 95 -- -- 123 107 -- 15 170 156 142 210 201 183 20 170 151 138 210 196 179 25 170 148 136 210 191 175 30 170 145 133 210 187 172 20 GA 40 165 141 130 210 182 168 16 12 Steel -71.0 50 160 138 128 206 178 165 60 156 135 126 201 175 162 Aerosmith 15 140 127 116 181 164 149 Fastening 20 140 124 113 181 160 146 12•NichiBoard'" Systems, Face 25 140 121 111 181 156 143 VersaPin 30 140 119 109 181 153 141 20 GA 40 135 115 106 174 149 137 24 12 Steel -47.3 SO 130 112 104 168 145 134 60 127 110 103 164 142 132 Notes: 1.NichiBoard'"fiber cement lap siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the board during installation. Where necessary, pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to v/-0.18, and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 and SCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to+/-a1.8,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=10.The effects of topographic features have not been considered and the wind speed has been limited to 210mph- 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing we outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table may be applied where the NichiBoard Plank Is attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-E5 158-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. (1) . Our 130 Derry Court• York • Pennsylvania • 17406 intertek.com/building Intertek PCA-tet .1':ff Sion:6:,‘,pi,2017 lr)' I, CITY OF ATLANTIC BEACH -- • BUILDING DEPARTMENT 800 SENIINOLE ROAD j "� �r ATLANTIC BEACH,FL 32233 APPROVED OFFICE Ctlic? Approved By Permit Desk twudmg Department IMPORTANT City of Atlantic Beach, FL • PERMIT AND INSPECTION NOTES BUILDING. 1. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. A permit to clear property is not a permit to fill or grade property. 2. The bottom of all foundation footings must be minimum 12 inches below existing grade,per FBC- R403.1.4. If site-specific details dictate a different depth, it must be shown on approved plans. 3. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation(FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts,per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade(top of sod or mulch)will be required,per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required,per FBC,-R401. 7. Please provide a form-board or stem wall elevation form,from a licensed surveyor,for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement(Rebar)must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up. brown- coat,please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 1 giVE� • BUILDING DEPARTMENT APPROVED . �� INDIAN RIVER COUNTY/CITY OF VERO BEACH PLO- � BUILDING DIVISION 1801 27th Street, Vero Beach, FL 32960 772 226-1260 Summary of Some Significant 2014 NEC Code Changes 12/8/17,Revised 12/11/17 A combination AFCI breaker provides protection against parallel arcing (line to neutral), series arcing(a loose, broken, or otherwise high resistance segment in a single line),ground arcing(from line, or neutral,to ground),overload protection and short circuit protection. The Combination Type AFCI differs from the Branch/Feeder AFCI in its ability to detect series arcing faults.The Branch/Feeder AFCI can only detect line-to-neutral and line-to-ground arcing faults. Combination AFCIs provide protection against the high-energy parallel (line-to-neutral and line-to-ground) arcing and low-energy series arcing. "Combination" does NOT mean an AFCI + GFCI. Combination = parallel+series arcing.Combination AFCIs protect downstream branch circuit wiring, cord sets, and power supply cords. Branch Feeder Type AFCI Breakers. A Branch Feeder Type Arc Fault Circuit Interrupter (AFCI) is a device intended to mitigate high current arcing faults in the complete circuit. High current arcing faults occur from line-to-neutral or line-to- ground.These arcing faults are in parallel with the load. A Branch Feeder Type Arc Fault Circuit Interrupter(AFCI) is a device intended to mitigate high current arcing faults in the complete circuit. High current arcing faults occur from line-to-neutral or line-to-ground.These arcing faults are in parallel with the load. Outlet Branch Circuit(OBC)AFCI Devices are an alternative solution to AFCI Breakers.These devices are designed to help prevent electrical fires that can be caused by potentially dangerous arc-faults in an electrical circuit.An arc-fault is an unintentional arcing condition that occurs in an electrical circuit. Dual function AFCI/GFCI The 2014 National Electrical Code (NEC') now requires both Arc Fault and Ground Fault protection on kitchen and laundry circuits. Before the release of Dual Function Circuit Breakers, the only option to comply with this code was to pair an AFCI circuit breaker with a GFCI receptacle. The Dual Function Circuit Breaker combines Class A 5mA GFCI and Combination Type AFCI, protecting against both Arc Faults and Ground Faults.This, along with the new Self-Test feature, makes it the first in class in electrical safety for homeowners. The 2014 National Electrical Code (NEC) now requires both Arc Fault and Ground Fault protection on kitchen and laundry circuits. Before the release of Dual Function Circuit Breakers,the only-option to comply with this code was to pair an AFCI circuit breaker with a GFCI receptacle.The Dual Function Circuit breaker combines these two devices into one solution that provides both cost savings and less hassle in installation and maintenance. 110. REQUIREMENTS FOR ELECTRICAL INSTALLATIONS 110.21 MARKING Field installed labels warning of hazards shall not be handwritten. [See exception] 110.25 LOCKING DISCONNECTING MEANS ** New section.Sections of code that allow a locking disconnection means requires the locking disconnecting means to • be left in place with or without the lock installed. 1026 [C] (3) PERSONAL DOORS ** Panic hardware threshold was lowered from 1200 ampere to 800 ampere regardless of the width of the electrical equipment. Panic hardware must be UL10 C or UL 305 listed.The 2014 Florida Building Code section 1008.1.10 that required panic hardware or fire exit hardware on exit doors in electrical rooms where electrical equipment rated for 1200 ampere and more than 6' wide with no distance requirement from the electrical equipment was removed in the 2017 Florida Building Code. Panic hardware is not required where the door/s are 25'or more from the edge of the electrical equipment. [Breathing ionized gases created by an extreme electrical fault can deadly. Immediate egress is crucial.] 110.26[E] (2) [B] DEDICATED EQUIPMENT SPACE Dedicated space of width and depth of equipment required from grade to a height of 6' or ceiling above equipment. ** New section added for outdoors. Would include panelboards for swimming pools. 200.4(B) Neutral marking, more than one neutral different circuits must be identified,wire markers, cable ties or similar means in one location in the enclosure 210.8,210.12, 406.4(D)GFCI and AFCI receptacles must be readily accessible including replacement receptacles;they are marked "test monthly" 210.8(A)(10) GFCI Laundry areas added to areas in a dwelling unit where GFCI protection is required 210.8(D) Dishwashers required to be GFCI protected (direct wired, GFCI breaker???) 201.8(A)(9) GFCI protection within 6 feet tub or shower, added for instances where the tub or shower are not in a room meting the definition of a bathroom 210.12.AFCI Kitchens and laundry areas in dwelling units require AFCI protection 210.12(C) Dormitory units now require AFCI protection 210.12(A)(1)-(6)Arc-Fault Circuit Interrupter Protection Now 6 methods to provide AFCI protection 1. Install a listed combination-type AFCI circuit breaker. 2. Install a listed branch/feeder type AFCI circuit breaker and a listed outlet type branch circuit AFCI receptacle as the first outlet on the circuit. The first outlet box must be marked to show it is the first outlet on the circuit. 3. Install a listed supplemental arc protection circuit breaker and a listed outlet branch circuit type AFCI receptacle as the first outlet on the circuit if all of the following conditions are met: • The branch circuit must be continuous from the circuit breaker to the outlet branch circuit arc-fault circuit interrupter. • The maximum length of the branch circuit wiring from the circuit breaker to the outlet branch circuit arc-fault receptacle is not greater than 50 ft.for a No. 14 AWG or 70 ft.for a No. 12 AWG conductor. 4. Install a listed branch-circuit overcurrent protective device in combination with a listed outlet branch circuit type arc-fault circuit interrupter as the first outlet on the branch circuit if all the following conditions are met: • The branch circuit must be continuous from the circuit breaker to the outlet branch circuit arc-fault circuit interrupter. • The maximum length of the branch circuit wiring from the circuit breaker to the outlet branch circuit arc-fault receptacle is not greater than 50 ft.for a No. 14 AWG or 70 ft.for a No. 12 AWG conductor. • The first outlet box in the branch circuit shall be marked to indicate that it is the first outlet of the circuit. • The combination of the branch circuit overcurrent device and the outlet branch circuit AFCI is identified as meeting the requirements for a "System Combination" type AFCI and is listed as such. 5. The first outlet box in the branch circuit shall be marked to indicate that it is the first outlet of the circuit. Install an outlet branch circuit type AFCI receptacle as the first outlet on the branch circuit. The wiring between the circuit breaker and the first outlet is required to be installed in RMC, IMC,EMT,Type MC,or steel armored Type AC cable,and the outlet and junction boxes have to be metal. 6. Install an outlet branch circuit type AFCI receptacle as the first outlet on the branch circuit with the conduit or tubing between the circuit breaker and the first outlet encased in not less than 2 inches of concrete. * The supplemental arc protection circuit breakers and a "System Combination" type AFCI are not yet available. 210.12(B) Branch Circuit Extensions Combo breaker in panel or outlet branch circuit type in first outlet in existing circuit 210.17 Separate branch circuit for electric vehicle charging 210.52(D) Bathrooms regardless of the location no more than 12 inches below the top of the basin 210.52(E)(1) Outdoor receptacles one front and back readily accessible 6%Z' above grade level 210.52(E)(3) Balconies, decks, porches are attached to the dwelling unit and are accessible from the inside, at least one receptacle accessible from the balcony, deck or porch 6%2' above walking surface 210.52(F) Laundry Areas the laundry receptacle must be located in an area designated for the installation of the laundry equipment 210.52(G) Basements,garages, accessory bldgs., (1) Garages—attached and detached w/power, branch circuit cannot supply outlets outside of the garage.At least one receptacle for each car space (2) Accessory bldgs.—in each with power (3) Basements—in each separate unfinished portion 210.52(1) Foyers—not part of hallway, 60sgft, receptacle for each wall space greater than 3' in width, doorways, door-side windows that extend to the floor, and similar openings shall not be considered wall space 210.64 Receptacle required adjacent to commercial electrical service within 50 feet, exception for one and two family dwellings 250.68 GROUNDING ELECTRODE CONDUCTOR AND BONDING JUMPER CONDUCTOR CONNECTIONS TO GROUNDING ELECTRODES 250.68[C] (3). Rebar stub up is now permitted for the connection of the grounding electrode conductor. **Although it's been a accepted practice it is now addressed in the code. 300.6(A) Field cut threads ferrous metal raceways need to be suitably protected,field cut threads have to be corrosion protection replaced, Informational note clarifies that a field cut threads are any cuts made anywhere other than at the factory 300.38 Raceways in wet locations above grade the interior of the raceways shall be considered a wet location r , 310.15(9)(7) Dwelling unit service entrance conductor sizing table removed 314.15 Listed boxes and conduit bodies in damp and wet locations,field drilled drainage holes can be installed max.1/4 ' inch 314.25,404.10(B),406.5 Attaching devices and covers to outlet boxes Must use proper screws and or manufactures instructions 314.27(A)(1)Vertical surface outlets, boxes in or on a vertical surface shall be identified and marked on the interior of the box for max weight to be supported by the box if other than 50 lbs,exception vertical mounted less than 6 lbs min 2 #6 screws 314.27(A)(2)Ceiling outlets, listed and marked on the interior of the box to indicate the max weight the box is permitted to support 386.30,388.30,386.120, 388.120 Surface metal and nonmetallic raceways(wire mold)—clarifies the raceway and associated fittings must be supported in accordance with manufacture Each length must be shall be clearly marked and durably identified 400.7(11) New section flexible cords—flexible cord can be run from an existing receptacle to a male inlet then Ch. 3 wiring method in the wall to a single receptacle, listed for this purpose 404.2(C) Switches controlling lighting loads-grounded/neutral required at switch locations with 7 exceptions 406.3(E) Controlled receptacle- receptacles controlled by removing power must be marked with appropriate symbol 406.5(E) Receptacles in counter tops- listed receptacle assemblies can be installed in the counter top 406.9(6)(1)Wet location receptacles requires cover to be extra hard usage listed 406.12 Tamper-resistant receptacles-clarification exceptions apply to all required locations (dwelling units,guest rooms and guest suites and child care facilities) and guest rooms and guest suites means hotels and motels 410. LUMINARIES, LAMPHOLDERS, AND LAMPS 410.10[F]. LUMINARIES INSTALLED IN OR UNDER ROOF DECKS ** Need minimum 1.5" clearance between fixture and lowest surface of roof deck to ensure proper clearance for roofing screws penetrating the roof decking. This requirement correlates with 300.4 [El for cables, raceways,and boxes installed under roof decks. 422.19,422.20,422.21 Ceiling mounted ceiling fans-Three new sections have been included in the code to ensure the proper installation of ceiling suspended fans.The new sections describe adequate wiring space for conductors, provision of a cover for the outlet box and covered protection of combustible materials. 422.23 Tire inflation and vacuum require GFCI protection 422.51 Vending machines-GFCI required for hard-wired or cord-plug connected 517.16 Isolated grounding receptacle in health care facilities-not allowed in the patient care vicinity 517 Health Carepatient bed receptacles increased from 4 to 8 • Critical Care patient care area receptacles increased from 6 to 14 Operating rooms now require 36 receptacles Isolated ground receptacles no longer allowed in patient care bed areas 600.6 DISCONNECTS 600.6 [Al LOCATION 600.6(A)(1)Signs-disconnecting means must be located at the point the feeder circuit or branch circuit supplying the sign or outline lighting system enters a sign enclosure or a pole ** A lock off is required if the switch is not within sight of the sign.An example would be where a ballast,transformer, class two power sources and electronic power supplies for the sign is in an attic area behind a wall where the sign is mounted. 625.14 Electrical vehicle supply equipment 680.21(C)All pool pumps regardless of amperage require GFCI protection 690.17 Solar power disconnect switch listing now lists the acceptable listing specifications 700 Surge protection for emergency standby systems,surge protection required for alternate power supply system 700.16 Emergency illumination requires emergency illumination at the emergency power disconnect devices and transfer switch area DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over Project has been designed in accordance with the 6th Edition (2017) Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with ULSBERG H Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, ENGINEERING, INC. DESIGN CRITERIA: and flashing requirements are not addressed in these plans, or fibermesh reinforcement shall be used with a minimum fiber length of Y2" to 2 Y4" -a 11481 OLD ST. AUGUSTINE RD., SUITE # 202 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in complying with ASTM C 1116. The dosage amount shall be 0.75 to 3.0 pounds per cubic yard in accordance with manufacturer's recommendations. JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type www.HuisbergEngineering.com Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and FLORIDA C.A. NUMBER: 25846 Building Risk Category: II other deleterious material. Structural fill shall be compacted to a density of at least Wind Exposure: B (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95/a o of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary shall be provided in accordance with applicable code requirements. If soil treatment �.., JA/v, Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is used, the treatment shall be done after all excavation, backfilling, and com g' paction Wind -Borne Debris: NOT located in the wind-borne debris region construction. is completed. C(�.'�V�G�Nst� ' Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to` 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be N 78623 * cwner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density' determination of grade elevations, drainage features, and special requirements (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. g' F associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, DESIGN DEAD LOADS: plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other 11. The following minimum concrete cover shall be provided for reinforcement: ., '�` ,� t/ work. 3" Concrete cast against and permanently exposed to earth _ Floors: 6. All details and sections shown on the structural drawings are intended to be typical 2" Concrete exposed to earth or weather 1 '/" Concrete not exposed to earth or weather P >' s P1�i PE 000,0 f+t�f�A�� The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except lo� 78623 m COMMENTS: wood subflooring over wood truss, wood 1 -joist, or solid sawn lumber framing. The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be minimum lengths: notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractorx #4 bars: 21" minimum shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26" minimum Roofs: drawings and any drawings prepared by others prior to commencing work. #6 bars: 32" minimum Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) o Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of DESIGN LIVE LOADS: 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support Floors: specified in the soils report shall be followed unless more stringent requirements are specified in these plans. reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. Exterior Balconies: 40 psf Exterior Decks: 40 psf CONCRETE: MASONRY: $ Approved By Permit Desk Stairs: 40 psf (or 300 Ib point load) General: Building Department Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for City of Atlantic Beach, FL All Other Areas: 40 psf Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301 1. All masonry work shall be in accordance with "Building Code Requirements for Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI 530.1-13 - Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=2500psi With Limited Storage: 20 psf With Storage: 30 psf (fixed stair access) Structural slabs, walls, beams and columns: fc=3000psi Designated radon zones only - all concrete: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 3000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". [� JOB COPY Roofs: Less than 4:12 slope: 20 psf 3. Cement shall conform to "Specification for Portland Cement" (ASTM 0150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used g 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) in brick veneer. m gCLIENT: m BROADWELL BUILDERS DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic 4. The contractor shall be responsible for the design and installation of all flashing. material or other substances that are deleterious to concrete or steel reinforcement. LU Concrete Masonry (CMU): m PROJECT: Wind loads with plaster or stucco finish: U360 Wind loads 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1, Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load-Beacencae a BAGGETT with other brittle finishes: U240 Wind loads with flexible finishes: U120 or U180* structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement," ACI 315, unless detailed otherwise on the Masonry Units, normal weight, with a minimum compressive strength of 12W6i 0 6 NORTH FORRESTAL CIRCLE * L/180 for exterior walls with interior gypsum board finish. Floors: structural drawings. (fm=1900 psi). CL p:. _p 0 r a JOB NUMBER: 19,2545 COUNTY: DUVAL SCALE: _ �° = 1'-0" (U.O.N.) Live Load: U480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement 2, All continuous reinforcing steel in masonry shall be lap -spliced with the for �- Z IW- minimum lengths: U V 0 Total Load: U240 * * shall be in accordance with "Standard Tolerances for Concrete Construction and #4 bars: 20" minimum ltl - <L 0 DO NOT SCALE THIS DRAWING Increased floor stiffness may be required by floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. #5 bars: 25" minimum ® zICXC RELEASE DATE: Roofs:V" #6 bars: 30" minimum 0 0 Q V 02-14-20 REVISIONS: (1)fN" Live Load: U240 Total Load: U180 H 3. Grout all cells containing vertical reinforcement in 64" maximum lifts. Q Z Q � 4�5 W m 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry whethQv t j y: DRAWN BY height exceeds 5'-0". � �„ EL X Mm BTC CHECKED BY: JJJ LU ® Lij 5. Beam reinforcement shall be continuous across control joints.W tjJ V N W 5 TITLE: ~- OC u1 6, Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted (theSHEET GENERAL NOTES 1 structural drawings. w w of 2 SHEET: S-1 Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6-0" th the steel angle shall be attached to the wood framing with %" x 3" lag screws @ 12" o.c. or Simpson y" x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design S (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM All 53, Class C, or ASTM B695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: EDGE STRIP (6) LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 13. Fasten plies of 1 3/4" wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131 "x3'/4" nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3'/4" nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A5i2 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Priol to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. WINDOW, DOOR AND SOFFIT PRESSURES: 1. All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (6) INTERIOR ZONE (4) Pos Neg Pos Neg 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 100.1 to 200 sf 15.5 -19.11 15.5 -17.1 200.1 to 500 sf 14.7 -17.41 14.7 16.3 Soffit Design Pressure 18.3 -24.51 18.3 -19.8 .�- vw U11 rlvaoulu IO.AU uupl = ±U.'I ti PLAN KEY PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING BUILDING CODE AS BOTH "ADDITION" AND "ALTERATION LEVEL (2)". 8 6' E ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 E. * : 07 6 3 m ST OF ' lop", CLIENT: BROADWELL BUILDERS PROJECT: BAGGETT 6 NORTH FORRESTAL CIRCLE € JOB NUMBER: COUNTY: E 1'-0" (U.O.N.) 3 DO NOT SCALE THIS DRAWING 02-14-20 (DRAWN BY:11 BTC I 8 1 CHECKED BY: g TITLE: GENERAL NOTES - SHEET 2 of 2 SHEET: S2 EXISTING FOUNDATION L' / / / / / / INSTALL #5 DOWELS EMBEDDED INTO ADHESIVE (4" MINIMUM) ea 48"O.C. ALONG PERIMETER OF EXISTING FOUNDATION. DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE SLAB (12" MINIMUM). TYPICAL - U.O.N. INSTALL (2) #5 DOWELS EMBEDDED INTO ADHESIVE (4" MINIMUM) AT EXISTING FOOTING, DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE FOOTING (12" MINIMUM). TYPICAL - U.O.N. k 1 9'11" °O v�M ¢ M cn 5'-4" 6'-8' M I� I I I J PROVIDE RECESS FOR SHOWER I (SEE ARCHITECTURAL PLAN) d I da a I °° d A �d d Q a° 4a o d EXISTING SLAB a POUR NEW CONCRETE SLAB d I a. TOPPING OVER EXISTING SLAB TO MATCH FINISHED FLOOR HEIGHT OF MAIN SLAB a ° ° ' d ° _ o I ° d a L--- --- A FOUNDATION PLAN A S-3 A S-3 4" CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL F1 2 `-4 SILL PLATE co GRADE /orb--- P. ii�i �/� EXISTING SLAB (CUT BACK S NEEDED FOR NEW FOOTING) CONCRETE SLAB 00 ONE STORY - (2) #5 CONT. A SECTION - MONOLITHIC FOUNDATION S-3 SHOWER AREA 2 MONOLITHIC FOOTING PLAN VIEW SILL N PLATE z 6" MIN. ;1) #4 CONT. HEIGHT OF CURB VARIES (8" MAX.) CONCRETE SLAB V-0" InNF CTnRY - _ B SECTION - MONOLITHIC FOUNDATION S-3 CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineedng.com FLORIDA C.A. NUMBER: 25846 E 3 JANE j�5�.'�,� D E NSA e =ND 78623 * _ STA - OF g 3 E COMMENTS: JOB COPY BROADWELL BUILDERS PROJECT: s BAGGETT 6 NORTH FORRESTAL CIRCLE t JOB NUMBER: COUNTY: 19-2545 1 DUVAL s m SCALE: %6" = 1'-0" (U.O.N.) E 8 DO NOT SCALE THIS DRAWING RELEASE DATE: 02-14-20 yI DRAWN BY: BTC I Q I CHECKED BY: TITLE: FOUNDATION PLAN SHEET: S-3 6" MAXIMUM DOUBLE PLATE LU Y FASTEN STUD TO CMU WALL WITH w Ya'x 3Y" TAPCON SCREWS @ 24-O.C. = ALTERNATES: EITHERY2"x 8" ANCHOR co X N Q BOLT" WEDGE ANCHORS @ 32-O.C. N ^2 U EXISTING d v CMU HOUSE Ud TYPICAL STUD (SEE WALL SECTION) TREATI D 2x_ STUD HTSM16 H'liS24 THREADED ROD ASSEMBLY (2) 2x12 No.2 SYP BEAM _— (AS NO LED) SILL PI ATE (2i 2.4 BUILT-UP ri POST(PiAIN.) a y DETAIL -ATTACHMENT OF BEARING WALL TO CMU WALL 2x8 HEADER 2J 2K BALLOON FRAME WALL TO BOTTOM OFOUTLOOKERS WITH 2x4 STUDS @ 12" O.C. WALL AND TIE -DOWN LAYOUT WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2x4, SPF N0.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 8'-1 Y2" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2x4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 8'-1 Y2" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) E 0 = HOLDOWN (AS NOTED) ¢ INSTALLED AT SILL PLATE SHEARWALL LEGEND: Q NON-BEARING WALL o = BEARING WALL —SW -6— r— --- W-6_o = SW -3 _ o = SBS = ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL, 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 JA * 0 3 Cr STAT OF ` p. , mim SHEARWALLS FASTENED WITH OPY6"COM (0. 31 NAILS C. JO yCOPY 6"O.C. O.C. ON EDGES AND 12"O.C. m ON INTERMEDIATE SUPPORTS. SHEARWALLS FASTENED WITH 8d COM (0.131"x 2Y") NAILS @ I. 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N 'OOD FRAMED HEADER LEGEND: E SIZ OF HEADER 2 2x HEADER J K QUANTITY UANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 N0.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) CLIENT: BROADWELL BUILDERS BAGGETT 6 NORTH FORRESTAL CIRCLE JOB NUMBER:COUNTY: 19-2545 DUVAL SCALE: DO NOT SCALE THIS DRAWING RELEASE DATE: 02-14-20 DRAWN BY: BTC CHECKED BY: JJJ TITLE: WALL LAYOUT SHEET: S-4 CEILING JOIST LAYOUT 0.131" x 3" )ENAILS (PICAL) EXISTING ROOF LINE — EXISTING ROOF LINE MIN. (2) 2x4 BUILT-UP POST AT RIDGE TO EXISTING CMU WALL. TTACH RIDGE TO POST WITH HTS24 AND POST TO CMU WITH MTSM16 L— — — — — — EXISTING ROOF LINE Z 0 a a w Lu III U) 2x6 RAFRS @p19.2" U,C. o • va U) Span Tables for No. 2 SYP Rafters No Ceiling Load - 20 psf LL, 10psf DL SIZE 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. 2x4 9'-0" 8'-2" T-8" 7'-2" 2x6 14'-2" 12'-11" 12'-1" 10'-11" 2x8 18'-8" 17'-0" 15'-6" 13'-11" 2x10 23'-4" 20'-2"18'-5" TOENAIL OR ENDNAIL (TYPICAL) 16'-6" 2x122T-6" ENDNAIL (2) 0.131"x 3" NAILS 23'-10" 21'-9" 19'-5" ROOF FRAMING NOTES: 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT. SYP 2. ALL RAFTERS SHALL BE 2x16 @ 19.2"oc. (U.O.N.) 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS WITH (5) 10d x 1y" NAILS EACH END. 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES. FACE -NAIL COLLAR TIES TO RAFTERS WITH (5) 0.131"x 3" NAILS. 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH (4) 0.131"x 3" TOE -NAILS. 6. ALL RIDGES, HIPS, AND VALLEYS SHALL BE (1) NOMINAL SIZE LARGER THAN ADJOINING RAFTERS. (U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS WITH (4) 0.131"x 3" NAILS. 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH (3) 0.131"x 3" TOENAILS. 9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH (2) SIMPSON H8 TWIST STRAPS WITH (5) 10d x 1y" NAILS EACH END OF STRAP 10. FASTEN ALL RAFTERS AT RIDGES WITH (5) 0.131"x 3" NAILS (ENDNAIL OR TOENAIL) MIN. (2) 2x4 BUILT-UP POST AT RIDGE TO HEADER BELOW. ATTACH RIDGE TO POST WITH HTS24, POST TO HEADER BELOW WITH LSTA18 OR HTS24 MIN. (2) 2x4 BUILT-UP POST AT RIDGE ROOF RAFTER LAYOUT DO NOT NOTCH THIS RAFTER LOOKOUT BUTTS INTO RAFTER H3 CLIP AT LOOKOUT TO NEXT RAFTER ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT H3 CLIP @ LOOKOUT (TYPICAL) NAIL PLATE TO RAFTER WITH SOLID BLOCKING AT EACH LOOKOUT] 0.131" x 3" NAILS @ 6" O.C. LOCATION WITH (4) 0.131" x 3" NAILS ABLE WALL STUDS INTO LOOKOUT A SECTION - LOOKOUT FRAMING S-5 TO CEILING BEAM BELOW. ENGINEERING, INC. ATTACH RIDGE TO POST WITH HTS24, 11481 OLD ST. AUGUSTINE RD., SUITE # 202 POST TO BEAM BELOW WITH LSTA18 - P: 904.886.2401 F: 904.260.4367 OR HTS24 INSTALL FLATWISE BLOCKING E FLORIDA C.A. NUMBER: 25846 BACK (1) ONE ADDITIONAL RAFTER \��innrrrrrr NN SET PAST LOOKOUTS WITH 40 (2) O. "x 3" NAILS AT EACH END No 8623 TOENAIL OR ENDNAIL (TYPICAL) o � r ATa F r 4 ENDNAIL (2) 0.131"x 3" NAILS � AT EACH LOOKOUT a E 5 COMMENTS: E FTER (AS NOTED) x 2x4 FLATWISE LOOKOUTS @ 24" O.C. uj NROOF SHEATHIN FASTEN SHEATHING TO LOOKOUT WITH U) SHEATHING EDGE NAILING REQUIREMENTS K N 2x4 L -BRACE AT EACH LOOKOUT OB COPY NAIL WITH 0.131" x 3" NAIL SPF CLIENT: m MATERIAL ACCEPTABLE PROJECT: 2x_ SUBFASCIA NAIL TO LOOKOUT BAGGETT WITH (2) 0.131"x 3" NAILS LOOKOUTS @ 24" O.C. JOB NUMBER: 19-2545 COUNTY: DUVAL (SEE DETAIL "A" ON S-5) 1'4" MAX m SCALE: %6" =1'-0" (U.O.N.) (MATCH EXISTING) ROOF RAFTER LAYOUT DO NOT NOTCH THIS RAFTER LOOKOUT BUTTS INTO RAFTER H3 CLIP AT LOOKOUT TO NEXT RAFTER ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT H3 CLIP @ LOOKOUT (TYPICAL) NAIL PLATE TO RAFTER WITH SOLID BLOCKING AT EACH LOOKOUT] 0.131" x 3" NAILS @ 6" O.C. LOCATION WITH (4) 0.131" x 3" NAILS ABLE WALL STUDS INTO LOOKOUT A SECTION - LOOKOUT FRAMING S-5 ULSBERG ENGINEERING, INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 m www.HulsbergEngineering.com E FLORIDA C.A. NUMBER: 25846 m \��innrrrrrr NN ''% - - - 40 - No 8623 o ' � r ATa F r 4 a � �g420' a E 5 COMMENTS: E x Q g OB COPY P CLIENT: m BROADWELL BUILDERS PROJECT: s BAGGETT 6 NORTH FORRESTAL CIRCLE JOB NUMBER: 19-2545 COUNTY: DUVAL m SCALE: %6" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING m m RELEASE DATE: 02-14-20 REVISIONS: DRAWN BY: BTC jR CHECKED BY: JJJ - TITLE: ROOF FRAMING LAYOUT a SHEET: S-5 DOUBLE PLATE NUT WITH 2"x 2"x J" WASHER ALTERNATE: SIMPSON LBPSYz SLOTTED WASHER WITH 1" WASHER. - %"0 THREADED ROD SIMPSON 3/8"0 x 6" TITEN HD ORSIMPSON X"0 x 6 X" TITEN HD ROD COUPLER '.'THREADED ROD SET IN ADHESIVE ,_�OR !,"THREADED ROD SET IN ADHESIVE WITH WITH MINIMUM 4" EMBEDMENT MINIMUM 4" EMBEDMENT WITH NUT& 1" WASHER WITH NUT & 1" WASHER C DETAIL - ANCHOR BOLT DETAIL - THREADED ROD ASSEMBLY SD -1 ROOF COVERING (BY OTHERS) RAFTER AS NOTED ON LAYOUT CEILING JOIST AS NOTED ON LAYOUT CORNICE DETAIL VW OR '%z" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF BY OTHERS Y32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF ( ) %3z" RATED SHEATHING, EXPOSURE I - METAL ROOF FASTEN WITH 0.113" x 2 X" RING SHANK NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. i II GYPSUM BOARD 2x_ No.2 SPF OR No. 2 SYP �� HURRICANE ANCHOR AT EACH RAFTER (SEE ROOF FRAMING NOTES) SUBFASCIA WITH 0.131'x 34'MINIMUM 1)/2' BEARING AT SEAT CUT ENDNAILS AT TRUSS (U.O.N.) TOENAIL RAFTER TO PLATE WITH (3) 0.131"x 34" NAILS NAIL CEILING JOISTS TO RAFTER WITH (4) 0.131"x 3" NAILS. (U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) INSET WALLY" FOR STUCCO APPLICATIONS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) GYPSUM BOARD 2x_ SPF #2 STUDS @ 16"O.C.,- U.O.N. (SEE WALL LAYOUT) %6" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131'x 2Y" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTEF',MEDIATE SUPPORTS. (U.O.N.) (B-0-1-- EDGES) THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "C" THIS SHEET) 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS (SEE DETAIL "C" THIS SHEET), A SECTION - TYPICAL EXTERIOR ONE STORY WALL so -1 ROOF COVERING (BY OTHERS) RAFTER AS NOTED GYPSUM BOARD RIM BOARD UL SB ERG HENGINEERING, ON LAYOUT NAIL JOIST TO PLATE WITH (2) 0.131"x 3Ya" TOENAILS INC. CEILING JOIST AS NOTED ON LAYOUT - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 CORNICE DETAIL /16" OR'%z" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF - JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 (BY OTHERS) %32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF TOENAIL RIM BOARD TO PLATE WITH www.HulsbergEngineering.com '%z' RATED SHEATHING, EXPOSURE I - METAL ROOF - o FLORIDA C.A. NUMBER: 25846 APPLY SHEATHING HORIZONTALLY FOR STUCCO FASTEN WITH 0.113" x 2 %" RING SHANK APPLICATIONS, EXCEPT THAT 7116" STRUCTURAL 1 NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. THREADED COUPLING AS REQUIRED RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. It,, GYPSUM BOARD ��`J JAAl, - y -� `. %`%. 2x_ No.2 SPF OR No. 2 SYP _ HURRICANE ANCHOR AT EACH RAFTER (SEE ROOF m \GEN$ SUBFASCIA WITH (2) 0.131"x 3Ya' FRAMING NOTES)•�, SCALE: E YS° = V-0" (U.O.N.) RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) ENDNAILS Al TRUSS (U.O.N.) MINIMUM 1 Yz" BEARING AT SEAT CUT 78623 — m RELEASE DATE: m 02-14-20 TOENAIL RAFTER TO PLATE WITH (3) 0.131 "x 3Ya" NAILS * _ 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS INSET WALLYz" FOR STUCCO NAIL CEILING JOISTS TO RAFTER WITH (4) 0.131"x 3" NAILS.m = TAT OF 1:t(U.O.N.) ". APPLICATIONS (2) 2x_ SYP #2 DOUBLE PLATE m �, '�� , �� (U.O.N.) • �� JTT��.`• GYPSUM BOARD a COMMENTS"Ie,,,,, TITLE: FRAMING DETAILS SHEET 1 of 2 %6" RATED SHEATHING, EXPOSURE I. SECTION - TYPICAL EXTERIOR TWO STORY WALL FASTEN WITH 0.131" x 2Yz" NAILS @ 6-O.C. ON EDGES AND 12"O.C, ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) m 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 3 NUT WITH 1" CUT WASHER - 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM BOARD WITH 0.131"x 3Ya" NAILS @ 6"O.C. z%z" RATED STURD-I-FLOOR (T&G) SHEATHING m GLUED AND NAILED. FASTEN WITH 0.131" x 2Yz" RING < SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. s` FLOOR JOIST (I -JOIST SHOWN, SAWN JOIST SIMILAR - SEE SECTION "C" ON _ SD -2 FOR OPEN WEB TRUSS) SD -1 GYPSUM BOARD RIM BOARD - NAIL JOIST TO PLATE WITH (2) 0.131"x 3Ya" TOENAILS } .r,v (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) " M • F TOENAIL RIM BOARD TO PLATE WITH 0.131"x 34'NAILS @ 8"O.C. .& CLIENT: BROADWELL BUILDERS APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT 7116" STRUCTURAL 1 THREADED COUPLING AS REQUIRED RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. GYPSUM BOARD 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) m PROJECT: BAGGETT 6 NORTH FORRESTAL CIRCLE NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED %6" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2Yz" NAILS @ 6"O. C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) JOB NUMBER: - COUNTY: SCALE: E YS° = V-0" (U.O.N.) RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "C" THIS SHEET) s DO NOT SCALE THIS DRAWING m RELEASE DATE: m 02-14-20 $ REVISIONS: 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS INSET WALLYz" FOR STUCCO (SEE DETAIL "C" THIS SHEET) APPLICATIONS DRAWN BY: BTC CHECKED BY: TITLE: FRAMING DETAILS SHEET 1 of 2 n SECTION - TYPICAL EXTERIOR TWO STORY WALL SD -1 A D o;r i pN L-rE.R AT.Z 4 q S -ro `T H i i COMMUNITY DEVELOPMENT APPROVE®T J ENCF S NGL F,--,MT-1 v $Loci RfsiDvv x Lo�jl✓.D CPO e- Nc)RTH F0K�,FS"r`AL _ClRC.LE t�AWrXC. 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